Loading...
HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200 fi;F D S Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES July 16, 2021 Building Department Ref: Adams Homes Lot: Lot 129 Blk. Ph 3 Subdivision: Fort Pierce - Waterstone Address: 5729 Waterstone Blvd. Model: 2000 3CF B RHG KA # 21-5450 Truss Company: Builders First Source. Date of drawings: 4/14/21 Job No.: 2718396 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, a� 7/16/2021 7/16/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. FL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company "Your Building Code Experts" �ti��a�ltatsrpa ,NBLO � ° O ®, d No 87864 m a ° O ® 3 • : 0 yea a ®®0�,,;® via Luis Pablo orres, P.E. FL. # 878 4 C c u 38-08-00 I �/ ✓ \ 3 2 UL / 0 o cc i % \ o o rCo) 10-00-00 73 3V C5 5V 1 1 3-PLY E 1 i 71\ 1 I 4 1 I JI \ \ \ \ \ 11 j 3/12 VAULT 1 \ \ \ \ \ i� 1 j\ L D \10'-0' \ :LAT C\LG. 3/12 VAULT 00 j ODD SPACE 0 0 0 I I \ \ I � � \ \ \ I D I rn co U U i C1 C3 C5 E7 E7 00— 001-0 r-BO E7 E7 E7 CS ;C3BO B1 S B1 S \ \I \ 1� ¢ B11S1 ' 'I I \ `\ ¢ 61 sl ¢ BO S — \ BO S tODDSPACt 6-&4-00 - ¢E7 1-0 2-0 2-O 0 2-00 2-0 OS -00 -00 0 - -00 00 �3� ro O �• o SPACE G08¢E7 ¢ 00 07S ¢ BO w ud � G06 � ¢ G02 ¢ BO o O cc2-0 d BO 09 0 9 G01S C5S C3S S BO C5 BO C3 2-0 -00 Cl 6-04-00 IO C C C C C e El Reviewed and Approved L1 Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Connections or comments made on equipment submittals or shop drawings during this review do not relieve Contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the Contract documents. The contractor is responsible for confirming and Correlating all quantities and dimensions; selecting fnbriration processes and techniques ofconstruction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner IDS ENGINEERING ASSOCIATES Date: 07/16/2021 By: ES ! Submittal No.: Project No.: 21-5450 Project Eng.: Luis Tones ➢ ;-W. - ♦ -w .-...-_-...c....--T.., IDG AIL obA CONNECTORS SC DULE ROOF TRUSS jQT4 IDII MODEL ROOF UPLIFT SYM A* LUS24 / JUS24 895 / 835 490 /510 1LA� r0 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 2140 / 2330 -ILB 0 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 1 IQ 0 D HTU28-2 / THD28-2 4680 / 6005 3485 / 2595 1111 0 E HGUS26-2 / THDH26-2 5320 / 5245 112155 / 2340 -1 LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 J IF 1 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 A LG 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 1 u1 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 J, Li 3X8NOP VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER MAIN WIND FORCE RESISTING SYSTEM)G4 MRD WND ASCEr46 ENCLOSED EXPOSURE CATEOOw e OCCUPANCYCATEGORYa WIND LOAD ISO MPN WIND IMPORTANCE FACTOR 1.00 RUSSES NAVE BEEN DESIGNED FOR A 1e0 PSF BOTTOM CHORD LIVE LOAD ICNCONCUPRENr WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: 40 PSF TCDL: 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCDL: 6 PSF TOTAL: 37 PSF TOTAL: 55 PSF DURATION: 1.25 DURATION: 1.00 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By_ Date CAUTIONII I DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (10. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES., REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES,AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED)- 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By .. Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6112 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend BUILDER: Adams Homes PROJECT: Single Family MODEL:* LANAI ADDRESS: 1 6729 WATERSTONE BLVD LOT I BLOCK: 129 PH3 SUBDIVISION: - WATERSTONE CITY: I FT PIERCE DRAWN BY: KSANCHEZ JOB 9 : 2718396 DATE: 10411112021 1 SCALE: I NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. 4408 Airport Road Plant City, FL 33563 Ph.(813) 305-1300 Fax (813) 306-1301 Lumber design, values 06 ih accordance with ANSI/TRI 1 section'6.3 WIG These truss :designs rely on lumber values establishe'd.by,others. MiTe RE: 2718396 - LOT 123:PH3 -MiTek USA, Inc.:.. ' Pa :. . 6904 Parke East Blyd ::Site Information:.:: :. JJ a F11.. 10p_441�1� % Customer Info:: Adams Homes St Lucie Project Name: 2718396 Model: 2008�'SE 0 LANAI -Port Lot/Block: 129/3 :.:.Subdivision: WATERSTONE .. Address: 5729 WATERSTONE BLVD, ::City: Fort Pierce .: ....: . State: FL :Name. Address and License # of Structural.Engineer of: Record, If there is:one,.for the building.. . Name: License #:.:.. Address:: .. . City: State: General. Truss Engineering: Criteria & Design Loads (Individual Truss Design. Drawings Show:Special . Loading, Conditions): ::Design Code: FBC2020/TP120.14: - .:: Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 = . Wind Speed: 160 mph Roof Load: 37.0 psf : Floor Load:- N/A:psf :'This package includes 48 individual, Truss Design Drawings and 0 Additional. -Drawings. With.my seal affixed to this sheet, I hereby certify that I am: the Truss. Design'Engineer and this index sheet conforms #o 61 G15-31:003,. section 5 of the Florida Board of Professional Engineers Rules. No. Seal#.:. Truss Name ,.Date .: No. Seal#.Tross Name ;Date 1 T24966432: A09 8/7/21:. 23 T24066454: C3 8/7121.. 2 - T24956433- A10.. ... 8/7/21 24... T24956455 C3P. ... 8/7/21 . _ 3:: - T24956434 Al 1:: 8/7/21 25 : T24956456 C3S 8/7/21 4 724956435 Al2 8/7/21 26 ':' T24956457 C3V - : 817/21 5 T2495643.6 A13 8/7/21. :. 27 T24956458. C5- 8/7/2.1 :' 6 T24956437: A14 : 8/7/21.. 28 T24956459 .C5P .8/7/2.1 7 T24956438.. Al5 :. 29 T24956460' C5S 8/7/21 :. .8/7/21 8: T24956439 A16:: :: 8/7/21 30 ::: T24956461 C5V:.::: 8/7/21 . _ - 9_ . T24956440 B01 A. 8/7/21 31 . : T24956462 D01. 8/7/21 _ 10: T24956441 B02... : 8/7/21 32-.T24956463 D02 8/7/21 :11 T24956442: B06 .8/7/21 33 T24956464 D03 8/7/21.: 12 T24956443: 608S 817/21: 34 T24956465 E4 8/7/21' • 13, B09S8/7/21 35 ... T24956466 E4A... 8/7/21 ..T24956444 1.4 T24956445 B10S. ... .. : 8/7/21 36 T24956467 E7. •, 8/7/21 15 T24956446 B11 S ... 8/7/21 37 T24956468 E7P . 8/7/21 _ 16 T2495644.7. B12S 8/7/21 38 T24956469 E7V 8/7/21 17 T24956448: B.13S ::8/7/21 :. 39 T24956470 G01 S 8/7/21: 18 T24956449 B14 - 8/7/21 .. 40 T24956471 G02S 8/7121.. ". 19 T24956450' - C 1' - '8/7/21 41. T24956472 G06S.: 8/7/21 .: 20, - T24956451 C 1 P : :. :: 8/7/21 42 T.24956473 G07S .:..:: 8/7/21 . • .: 21 : :T24956452 CIS : 8/7/21 43 T24956474 G08S 8/7/21 : 22 T24956453 MY 8/7/21- .: 44 T24956475. H7 8/7/21 -r The truss. drawing(s)referenced'above have been re 'ared b P P Y �,0 Q :,. N , VE i MiTek USA, Inc., under my direct supervision based on.the.parameters .. . ....�� . ,.•'• E• •• '� F••' ..provided b Builders FirstSource Plant City, FL).�:�;. �'\ Truss Design Engineer's Name: Velez; Joaquin:: :.: : *:• •:• My license, renewal date for:the .state of Florida is February 28, 2023. ' :' IMPORTANT NOTE: The seal on these truss component designs is a certification ; S TE :b. the engineer named is licensed in the'unsdiction s identified and that the based dhates upon: parametersG���� designs comply with ANSI/TPI 1.:These designs are (e.g., loads, supports,:dimensions, shapes and.design codes), which were �j S ' • • •�� •/�L :shown An information included is for MiTek's or ,�� �� �� given to MiTek,orTRENCO. ro•ects ecific purpose.only, in RENCO's customers -file reference and was not takeninto account the preparation of.ttie'se'designs. MiTek or TRENCO has not independently verified the Joaquln Ve ez PE o.68182 applicability. of the design parameters:or the designs for any _particular building. Before :use; : Mfrek USA, nc. Cert 6634 the building designer should verify applicability of design parameters and properly .. 6904 Parke st Ivd. Tampa FL 33610 .. incorporate these designs into the overall building design perANSI/ .PI.1,.Chapter 2. .. Date: . .. st 7,202 ... .Augu 1 :.. : • .. Velez, Joaquin 1 of 2: RE: 2718396 - LOT 123 PH3 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2718396 Model: 2000 B 3CAR 10X20 LANAI Lot/Block: 129/3 Subdivision: WATERSTONE Address: 5729 WATERSTONE BLVD, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T24956476 H7P 8/7/21 46 T24956477 HN 8/7/21 47 T24956478 L01 8/7/21 48 T24956479 L02 8/7/21 2of2 Job Truss Truss Type Qty ; Ply OT 123 . PH3 . s r. T24956432 27}8396 A09 :. Roof Special 9 1'" Lb ' Reference (optional):' eunaers mrstziource Irianl Uly, ry, riani 1.111y, rt-- aaoor, .. I o.wov D dVll L LVG I IY11IC II IV UJUICD, I,IV. r! U V IY.cV.VV aVc, q o , ID:6qDIOH2OVeg1Nk1sxoNemzyuULB-330om-v89IZ IDeeXupCFzY z6h5j2UZIn-G-Pt IXpl9yq 9 h 4-828=0 2 19-4I 25-6-4 30-0-0 2-62 0 r11-=4 PAD 0 AO40q--0 v 6-1-14 6-22 6-2.4 2 6-1-14 Scale 1:Z3.0 5x6 ._ 6 6.00 F12 25 5x8 i 24 5x8 5 7 '. 2x4 .Il 2x4 I 5x6 G q 8 5x6 1:5x8 STP = 1.5x8 STP= 23 26 jo . .. .. _ 16 27 12 m 2 15 14' 13 O 10 m N 11 dI 1 6x12 MT20HS = 4x6 =.3x6 =' 4x6 = 6xl2 MT20HS = o _ Io 1111 f ..5xB:% 3.00 F12 5x8' Zz 3x8 MT20HS /1 3x8 MT20HS 8-8-0 16-3-7 22-4-9 30-0-0 38-8-0 8-8-0 7-7-7 6.1.2 7-7-7 8-B-0 Plate Offsets (XY)-- [2:0-2-7 Edge] [2:0-1-15 1-2-15] [3:0-3-0 0-3-0] [9:0-3-0 0=3-0] [10:0-1-15,1-2-15], [10:0-2-7,Edge], [12:0-6-0,0-3-41, [16:0-6-0;0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) ' I/deft Ud 'PLATES. GRIP TCLL ' 20:0 Plate Grip DOL' 1.28 TC 0.73 . Vert(LL) . 0.68 12-13 >679 240''' MT20 244/190 TCDL 7.0 Lumber DOL . .. 1.25 BC 0.93 Vert(CT) -1.04 15-16 >447 180. MT20HS 187/.1.43 BCLL 0.0..` Rep Stress Inca.. YES WB 0,84 .. Horz(CT) 0.60 • 10 n/a n/a BCDL. 10.0 Code FBC2020(rP12014. .. ' . Matrix -AS Nlei0ht:,204 lb FT = 20'/0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* . BOT CHORD Rigid ceiling directly applied: '2-16,10712: 2x4 SP No.1 WEBS 2x4 SP No.3' WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS.. (size) 2=0-8-0, 10=0-8-0' Max Horz 2=-425(LC 10) Max Uplift 2= 92Q(LC 12), 10=-920(LC 12) . Max Grav'2=1722(LC 17), 10=1723(LC 18)' FORCES.. (lb) - Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. TOP CHORD . 2-3=-5622/2754, 3-4=-5408%26171.4-5=-5444/2742,.5-6=-2849/1664, 6-7=-2785/1657, 7-8=-5124/2728, 8-9=-5091/2615, 9-10=-5318/2762 BOT CHORD 2-16=-2341/5438, 15-16=-1322/3351; 13-15=-688/2179, 12I 13=-1347/2978; -' 10-12= 2373/4834 WEBS 6-13=-605/1299, 7-13_ 1127/775, 7-12=-1056/2300, 6-1.5=1602/1358, 5-15=-1193/771,' 5.16=-1065/2498 NOTES- :1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7716; Vult=160mph'(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-1-4-0'to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Extedor(2R): - 19-4-0 to 2364-0,.Interior(1) 23-4-0 to 40-0;0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 ' s... plate grip DOL=1.60 .. roof 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load none with any other live loads. 6) ' This truss has been designed for alive load of-20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :. will fit between the botiom chord and any other members,'with. BCDL = 10.0psf. ... . 7) Bearing at joint(s) 2,.10 considers parallel to grain value. using ANSI/TPll1 angle to grain formula. Building designer.should verify capacity of bearing surface: 8) Provide mechanical connection (by others) of truss to bearing plate, capable of.withstanding 100;I1D uplift;at joints) except (jt=lb); Joaquin Velbi.PE No..63182 2=920,10=920.' M[Tek USA, Inc; FL CeR 6634 .. 9) This truss design requires.that a minimum of 7/16".structural wood sheathing be applied directly to the top chord and.1/2" gypsum MiTeParke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date:: August 7,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI 747 3 re / 2020 BEFORE USE... ®I- v. 5/19 - Design valid for use only with. MiTek® connectors. This design, is based, only upon parameters shown, and:is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design Into the overall . building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always, required for stability and to present collapse with possible personal injuryat�d property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing. of. trusses and truss systems; see , ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 - . Tampa, FL 36610: Job Truss Truss Type Qty : Ply LOT 123 PH3 , r r T24956433 2718396 A10' :. ROOF -SPECIAL Job Reference (optional):: k Ullder9 I-Irsttiource (mant _city, t-L), mane clty, I-L - 000b/, .: 0.4JV S JUI I L LVL 1 IVII I UK II IUUJUItlS, II IU.- r,, flu u I9.L I L , r O ID:6gDI0H2OVeg1NklsxoNemryuULB-XCM86U9NK2LVFhT7myUnV11JEHOSgrUEXZ6xGMHbygY9g 19-e-o . . r1-4-Q 6-1-14 - B-8.0 13-1-12 1 ' 19-0-0 1 22-4-9 25-6-4 3%M 92-6-2 38-8-0 0-0- - , 0 6-1-14 2-6.2 ... 4-5-12 5.10.4 . 0-4- 2-8-9 3-1�11 - 4-5-12 2-6-2 6.1-14 . . .. .. .. . 0-4-0: .. " ="1:78.2 : Scale U12 MT20HS = 6.00 f12. 6 : 5x8 i 24 25 5 .'. 7 .... ...... " 5x6 . 5A,\ 2x4 4 ' 8 2x4 9 . 1.5x8 STP 26 0 10 11 Ih a O 5x8 s 3.00 12 ... 3x8 NIT 20HS ll x8 MT20HS \\. 16.3-7 18-0.0 22-4-9 ' " , 30-0-0 38-8-0 c_n_n Z7J 1_R_O d_d_O R_R.n i Plate Offsets (X Y)-- [2:0-1-15 1-2-15] [2:0-2-7 Edge] [4:0-3-0 0-3-0] [8:0-3-0 0=3-0] [10:0-1-15 1-2-151, [10:0-2-7,Edge], [12:0=6-0,0-3-41, [16:0-6-0;0-3-4] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL' 20.0' Plate Grip DOL :1.25 TC . 0.67 .. Vert(LL) . - 0.63 12-13 >734 240 ' MT20 244/.190. TCDL 7.Oi Lumber DOL 1.25 BC . 0.93 Vert(CT) -0.97 15-16 >478 180 MT20HS 187/143 BCLL .. .0.0,.` .. Rep Stresslncr,. YES WB 0,81 . Horz(CT) 0.57•. 10 n/a n/a BCDL; 10.0 Code FBC2020/fP12014_', Matrix -AS . IlVeight:,204 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP M 31 *Except':: TOP CHORD. Structural wood sheathing directly applied. 1-4,8-11: 2x4 SP No.2 . BOT CHORD " Rigid ceiling directly applied: )30T CHORD 2x4 SP No.i. "Except` 14-16,12-14; 2x4'SP:No.2 WEBS 2x4 SP No.3 WEDGE - Left: 2x4 SP No.3 , Right: 2x4 SP No.3 : REACTIONS. (size) 2=0-870, 10=0-8-0 Max Horz'2=422(LC 11) " Max Uplift'2=-920(LC 12), 10=-920(LC.12) :' Max.Grav 2=1723(LC 17), 10=1723(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces250 (lb) or less except when shown. TOP CHORD 2-3=-5622/2755, 3-4=-5419/2622, 4=5=-5446/2735, 5-6=-2852/1663, 6-7=-2787/1656, 7-8=-5129/2726; 8-9=-5104/2623, 9710=-5321/2765 BOT CHORD 2-16=-2342/5436; 15-16=-1321/3348; 13-15=-704/2200,, 12-13=-134812977, ' 10-12=-2376/4838 ... WEBS &I2l=-589/1274, 7-13=-10981756, 7-12=-1052/2299, 6-1.5=-585/1331, 5-15= 1162/752,' 5-16=-1058/2496 . . . NOTES- 1) Unbalanced roof live loads.have been considered for this design. " 2) Wind: ASCE7-16,:Vult=160mph (3-second gusi):Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-.1-4-0.to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-4-0, lnterior(1)'23-4-0 to 40-0-0 zone;C-C for members and forces &'MWFRS-for reactions shown;'Lumber DOL=1.60 .:plate grip DOL=1.60 3). Building Designer / Project engineer responsible foir,verifying applied roof live load. shown covers rain loading requirements specific to the use'of this truss component. 4) All plates are!MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 paf bottom chord live load nonconcurrent with any other. live loads. :. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all.areas.where a rectangle 3-6-.O.tall by 2-0-0 wide will fit between the bottom chord and any other metribers,.with BCDL = 10.Opsf. 7) Bearing at_joint(s)_2, 10 consid&S parallel to grain value using'ANSIlTPI 1 angle to grain forniula..Building designer should verify capacity of bearing: surface. Joaquin Velez PE N6.66162 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb' uplift at joint(s) except 611=1b) ' MiTek USA, Inc; FL'Ceit 6634 2=920;10=920. .. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord. and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 336111 sheetrock be applied directly to the bottom chord. August' 7,2021 . 0 WARNING - Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE... - Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, andIs fx sn individual building component, not a 1' _ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/orchord members only: Additional temporary end permanent bracing . .... - .. MiTeW ' is always,requiredlor stability and to prevent collapse with possible personal injury and property damage. For general.guidance regarding the ...... .. ... .. fabrication., storage, delivery, erection and bracing: of trusses and truss systems; see . : ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd: ' Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. - _ Tampa, FL .36610 Job Truss Truss Type Qty Ply LOT 123 P1­13 . T24956434 2715396 A11 Hip-Truss ' Job Reference (optional) Builders t-irstSource (Plant uty, t-L), Plant UIty, rL - Ssbbi, OA. U b JUII a LVL 1 IVII 1 CM1 II IUUb111Cb, II lU. ! l l Muy O 1 Y.LV.JL LVL 1 rtll-{C 1 ID:20VQZHIn97x9G5M9NmJaIQz x-70wWKgA?5MTIVItg2B1(g?0 XmOesBlDhhiLbOwglygYl3f 3St 3 :rrt-44-17-0.0- a 30-0-0 38-8-0 D-0: q 88-0 -0 8 8-4.0 0 .4-0 -8-0 8 -8-0 -4,0 Scale 1:71.5 5x8:= 6.00 F12 6xl2 MT20HS -5�_ 6x12-MT20HS 21 22 m 3 6 '.. 7 . :1 .5x8 STP = 20 IT 23 1.5x8 STP= o 13 12 10 9 c7 2 i t 6 78 w N . dI 1 6xl2 MT20HS = 4x6 =.36:_ .. 5x8 = 5x6 = 0 6 5x8 :7-3.00 12. .. 5x8 8-8-0 17-0-0 21-8.0 30.0-0 36-8-0 8-8-0 8-4-0 4-8-0 B-4-0 8-8-0 Plate Offsets (X Y)-- [2:0-2-7 Edge] [4:0-5-4 0-2-0] {5:0-3-8 0-2-4] [7:0-2-7 Edge][9:0-2-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES: GRIP TCLL 20.0 Plate Grip DOL 1.25 TC.': 0.96 '. Ve'rt(LL) 0.67'12-13 >688 240 MT20 244/190. TCDL TO: Lumber DOL 1.25 BC . 6.89 Vert(CT) . -0.99 ' 12-13 >471 180 .: .. MT20HS 187/.1.43 BCLL .. . 0.0. ` .. Rep Stress Inor . , YES W B 0,81 .. Horz(CT) 0.60. , 7 n/a n/a BCD.L: 10.0 Code FBC2020/TP12014_' _'" Matrix -AS Weight 192lb FT=20%_. ; LUMBER- BRACING - TOP TOP CHORD 2x4 SP No.2 `Except` .... TOP CHORD. .:Structural wood sheathing directly applied. 1-3,6-8: 2x4 SP No.i BOT CHORD Rigid ceiling directly applied: . , BOT CHORD 2x4 SP No.1 . " " " . .... WEBS 1 Row at.midpt 3-12, 6710 ". . WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP N0.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-378(LC 10) "'j. Max Uplift 2=-920.(LC 12), 7=-920(LC 12) Max Grav 2=1503(LC 1), 7=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten:.- All forces-250 (lb) or less except. when shown. TOP CHORD . 2-3=4702/2750, 3-4=2447/1561;.4-5=-2115/1531,.5-6=-2439/1563, 6-7=-4702/2780 BOT CHORD 2-13=-2312/43B2, 12-13=-2173/4078, 10-12= 905/2113, 9-10= 2230/3944, 7-9=-2373/4237 WEBS 3-13=-448/1204, 3-12=-2102/1348, 4-12=-333/764, 4710=7260/267, 5-10=-350/715,_ 6-10=-1964/1367, 6-9=-461/1161.: NOTES- 1.) Unbalanced roof live: loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160'mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.00sf; h=25ft; B=45ft; L=40ft;:&dVe=5ft; Cat. II; Exp C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E):-1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0=0, Extedor(2E) 17-0-O:to 21-8-0, Exterior(2R) 21-8-0 to 27-3-14, Interior(1) 27-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for.:" reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building besigner/ Project engineer responsible for verifying applied roof live load shown_ covers rain loading requirements specific to the use of this truss: component.wr 4) Provide adequate drainage•to prevent water ponding.. " - 5) All plates are MT20 plates unless otherwise indicated. till 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of:20.Opsf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 8) Bearing at joint(s) 2,7 considers parallel to grain value using ANS1/TPI 1 angle to, grain formula. Building designer should verify . . capacity of bearing surface: 9) Provide mechenical connection (by others) of truss to bearing plate capable of withstanding 100 lb upiift:at joint(s) except Qt=lb): Joaquin Velez PE N6.68192 2=920, 7=926.: . . M[Tek USA, Inc: FL Lett 6634 10) This truss design requires.that aminimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FC 33610 sheetrock be applied directly to the bottom chord.: ..ate::' .. August 7,2021 . 0 WARNING - Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE... Design valid for use only with MiTek® connectors. This desigri. is based. only upon parameters shown, and is for an individual building component, not _ - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of Individual truss web and/or.chord members only: Additional temporary and permanent bracing ... MITek' is akvays required for stability and to prevent collapse with possible personal Injury and property damage. For genera(guidarlce regarding the fabdeation, storage; delivery, erection and bracing: of trusses and truss systems, see . : ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safe tyInformation available from Truss Plate Ins titute,.2670 Crain Highway, Suite 203 Wald od, MD 20601 .. Tampa, FL •36610 Job Truss Truss Type Qty Ply LOT 123 PH3 . + +' T24956435 27}8396 Al2 Hip Truss Job Reference (optional) Builders FlrstSOUrce (F9ant Guy, I-_ L), . rlant Ulty, hC - 33b6/, - 1:5.43U S Jun Z ZUZi mi I eK Inaustnes, Inc. rn Aug 6 14:ZU:b3 ZUZi rage. i - ID:20VQZHln97x9G5M9NmJalQz3Stx-TbUuXABdrgbDV_dNuNWFbkJYOFX yCIsZF.ITMUygY9e r1.4-0 7-3-3 " ,8.8-0 15-0.0 23-B•0 30.0-0 31-4.1 : 38-8-0 0-0_ 3 _4 9 r1-4-0. 7-3-3 4-14 .. 6.4-0 8.8-0 6.4-0 .4.14 7-3-3 Scaler 1:71.5 ' pq :5z6=: 6.00 F12 3x4 = • 5x6 = 5. 256 26 7 27 5x6 5x6 . 2x4 4 24 8. 2x4 mo 3 9 N 23 P8..'. 1.5x8. ST.P = . 2 '.. 16' 15 29 14 30_, 13 12 .. -_ o:N t0. aI 1 6x12 MT20HS= 3x8 = 3x8 MT20HS= 3x8 = -6x12 MT20HS= o 1� t ' .o' q. 5x8 = 3.00 F12 . 5x8 8-8-0 15.0-0 23-8-0 30.0-0 38.8-0 8.8-0 6-4-0 8-8-0 6-4-0 8-8.0 Plate Offsets (X,Y)-- [2:0-2-7,Edge], [4:0-3-0,0-3-0], [5:0-3-0,0-2-0], [T:0-4-0',0-2-8]; [8:0-3-0,0-3-0], [10:0-2-7,Edge], [12:0-5-12,03-01, [16:0-5-12;0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL ' .1.25 TC. : 0.9.8:. Vert(LL) . 0.67:12-13 >695 240 MTW . 244/190, TCDL 7.0. Lumber DOL _ 1.25 BC . 0.89 Vert(CT) -1.08 13-15 >432 186 MT20HS 187/.u4 BCLL 0.0 .' Rep Stress Inor .. YES W B 0.54 : Horz(CT) 0.61 10 n/a n/a BCDL; 10.0 Code. FBC2020/TPI2014": Matrix -AS Weight: 197lb FT=20% LUMBER- BRACING - TOP .. TOP CHORD 2x4 SP No.2 TOP CHORD :Structural wood sheathing directly applied. BOT CHORD' .2x4 SP M 31 *Except*. BOT CHORD Rigid ceiling directly applied: 14-16;12-14:.2x4 SP No.i " WEBS 1 Row at.midpt 4-15,.8c13.. " WEBS 2x4 SP No.3 ... . WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS.: -(size) 2=0-8-0,10=0-8-0: Max Horz 2=337(LC 11) Max Uplift 2=-920_(LC 12), 10=-920 LC 12), ' ' Max Grav 2=1734(LC 17), 10=1734(LC 18) . FORCES. (lb) --Max. Comp./Max. Ten..- All forces 250 (lb) or less except when shown. TOP CHORD .2-3=-5543/2805, 3-4=-5388%2778; 4-5=-3176/1752, 5-6=-2777/1655, 6-7= 2686/1672, 7-8=-3024/1744, 8-9— 5139/2808, 9-10,-5299/2836 BOT CHORD 2-16=-2373/5262; 15-16=-2178/4950; •13-15=-1205/2899, 12-13=-2234/4475, 10-12=-2434/4780 WEBS 4-16= 575/1499, 4-15= 2167/1162, 5-15= 476/1113, 7-13= 417/1089, 8-13=-2072/1187, . 8=12=-579/1408, 6-15= 318/P21, 6-13=-282/197 NOTES- .1) Unbalanced roof live loads have been considered for this design. 2) W ind: ASCE 7-16; VUlt=160rhph'(3-second gust), Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave-5ft; Cat: II; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E). 1-4.0 to 2-8-0, Interior(1) 2-8.0 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Intedor(1) 20-7-14 to 23-8-0,. Exterior(2R) 23-8-0 to 29-3.14, Interior(1) 29-3-14 to 40-O-O.zone;C-C for members' and.forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 " 3) Building Designer / Project engineer responsible fog Verifying applied roof live load Shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate: drainage to prevent water ponding. • 5) All plates are: MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf. bottom chord live load nonconcurrent with any other live loads. Z) ' This truss has been.designed for a live load of 20.0psf on the:bottom chord in all.areas where a rectangle 3-6-0 tall by 2-070 wide " will fit between the bottom chord and any other members,, with' BCDL = 10.Opsf. . . 8) Bearing at joint(s),2, 10-considers• parallel. to grain value using ANSVTPI 1. angle to grain formula. _Building designer should Verify capacity of bearing: surface. Joaquin Velez PE No.68182 9) Provide mechanical connection (by others) of: truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) " :. M[Tek USA,Ine; FL Gert 6634 2=920;10=920. 6904 Parks East Blvd. Tampa FL 33610 10) This truss design requires that:a:minimum of 7/16": structural.wood sheathing be applied directly to the top chord and 1/2":gypsum sheetrock be applied'directly to the bottom chord. Date:: ugust 7,20.21 . WARNING -Verity design parametets and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.: . . Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not : �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall -building design. Bracing indicated is to prevent buckling of Individual truss web and/or, chord members only: Additional temporary andpermanentbrad . ng MiTek' is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the . _ , _ . • . _ , , , fabrication, storage; delivery, erection and bracing. of trusses and truss systems, see. : ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss'Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. - Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 123 PH3 . r' T24956436 2748396 A13 '. Hip Truss Job Reference (optional) tsuuaers rirsioource triant City, rLf, . nanr Ugly, rL - 00001, • I D:20VQZH In97x9G5M9NmJaIQz3Stx-xn1 HkW CFczj468CaR51 UByskmfrdhZD?ovV.OuwygY9d r1=4-0 8 8 0 13-0.0 19.4.0 25=8=0 30-0.0 38 8 0 110-0-Q 1-4.0 8-8-0 4-4.0 6-4-0 6-4.0 : 4-4-0 8-8-0 1-4.0. Scale 1:7.1.5: 6.00, 12 5x6 = 2x4 II 5x6 = 4 : 22 23 5 :24 '. 25 :g 5x6 i . .5x6 37. 21 26.. o r 1.5x8 STP= 20 jo 13. 11 10 . m 2 - 12 .. 89 mIN 1 6x12 MT20HS=. .. :. .3x8 = 0 4x6 =. .. 6x12 MT20HS= .. Iv o 5x8 3.00 12 5x8 zz 8-8-0 19-4-0 30-0=0 38 8 0 8-8-0 10-8-0 10-8.6 B-8-0 Plate Offsets (X Y)-- [2:0-2-7 Edge] [3:0-340-3-0] {4:0-3-0 0-2-0] [6i0-3-0 0-2-0] [7:0-3-0 0-3-0] [8:0-2=7,Edge] LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) :I/dell _ Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL' .1.25 TC. :'0.92 Veri(LL) "' 0.71 11-13 >650 - 240 . MT20 244/.190, TCDL 7.0 Lumber DOL I..25 BC 0.99 Verl(CT) .-1.1.5 11-13 >404 186 MT20HS 187/.1.43 BCLL 0.0 * Rep Stress Inca.. YES WB ' 0.94 Horz(CT) 0.58 . 8 n/a n/a BCD.L: 10.0 Code, FBC2020[TP12014. - Matrix -AS a ... Weight: 182lb FT=20%. LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except* .... .. TOP CHORD Structural wood sheathing directly applied. .1-3,7-9: 2x4 SP No.1 .... :' " BOT CHORD :' Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1. *Except* 12-13: 2x4 SP No.2 _ WEBS 2x4 SP No.3 ' WEDGE ... Left: 2x4 SP No:3 , Right: 2x4 SP No.3 " REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Hori 2=-295,(LC 10) Max Uplift:2=-920(LC 12), 8=-920(LC12) " Max:Grav 2=1503(LC 1), 8-1503(LC 1) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces.250 (lb) or less except when shown. TOP. CHORD 2-3=-4679/2740, 3-4=-4601/2963, 4-5=-3.124/2021, 5-6=-3124/2021, 6-7=4598/2993, 7-8= 4676/2771 BOT CHORD 2-13= 2299/4258;:11-13=-1343/2692; 10-11=-1370/2691, 8-10=-2359/4213 WEBS 3-18=-360/488, 4-13=-1281/2130; 4-11=-252/683, 5.11==372/410, 6-11=-252/684, &10=-1299/2000, 7-10=-367/487 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13=0-0, Exterior(2R):: ' 13-0-0 to 1 &7-14, Interior(1) 18-7-14 to 25-8-0,. Exterior(2R) 25-8-0 to 31:-3=14, Interior(1) 31-3-14 to 40-0=0 zone;C-C for members' and.forces & MWFRS for -reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 " - 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequatedrainage to prevent water poriding. 5) All plates areWT20 plates unless otherwise indicated. 6) This truss has-been designed for a 10.0 pst bottom chord live load nonconcurrent with any other. live loads. :. 7) * This truss has been.designed for a live load of 20.6psf on the:bottom chord in all.areas.where a rectangle 3-&O.tall by 2-0-0 wide will fit between the bottom chord and any other members.. 8) Bearing atjoint(s),2, 8 considers parallel. tog rain value using ANS11TPI 1. angle to grain formula.. Building designer should verify capacity of bearing, surface. Joaquin Velez:PE No.68162 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.lb uplift at'joint(s) except Qt=lb) ' . MiTek USA,Ine: FL'Ceit 6834 ... 2=920; 8=920. 890d Parke East Blvd. Tampa FL 33.610 10) This truss design requires that :a:minimum of 7116": structural:wood sheathing be applied directly to the top chord and 1/2":gypsum sheetrock be applied directly to the bottom chord. . . Date: ; August7,2021 . Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.:. Design valid for use only with MiTek® connectors. This deslgri is based, only upon parameters shown, and is for an individual building component, not : �• - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or,chord members only: Additional temporary and permanent bracing .. Mek' is always,required for stability and to prevent collapse with possible personal inJuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing: of trusses and truss systems, see . ANSUiPIr Quality Criteria, DSB-89 end BCSI Building Component 6904 Parke' East Blvd. ' Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: ' Job Truss Truss Type Qfy Ply LOT 123 PH3 , t t T24956437 2718396 A14 Hip Truss Jab Reference (optional)' : Buliders rusibource trlam t;ny, rLf, . mani uny, rL - 000ts/, o.vac s dun a LUL 1 1ve 1 en e1UU5U1Ub, a 1U. rn r uy o w.cUao cvc 1 r ayc 1 I D:20VQZHIn97x9G5M9NmJaIQz3Stx-uA919BDW BbzoMSLyZ1N4yDNx4fTXr9Vp I FD_7zpygY9b ' 8-8-0 11-0-0 T9-4.0 27-8=0 30.0-0: 38-8-0 F,1-4-0 • 0♦-. 8-8-0 2-4r0 8-4.0 : 8-4-0 2-4-0 8-8-0 Scale '= 1:70.2 .'. '5x6 = ' Sx8 .. ._ .. . . 2x4 I 4' .'. 22 23 5. 24 25 66x6 2x4 I 6.00 F12 3. 21 d co , 1.5x8. STP = 20 27 1.5x8 STP 13 12 11 10 2 8.9Ia 9 df1 6xl2"MT20HS _.3xl2 MT20HS 4x6 6x12 MT20HS o 5xB zz 3.00 12 w. 8 8 0 _ 19-4.0 .. 30-0=0 38-8.0 8-8-0 . . 10-8-0 10-8-0 8.8-0 Plate Offsets (X Y)-- [2:0-2-7 Edge] [4:0-3-80-2-4] [5:04-0 0-3-0] [6i0-3-8 0-2-41; [8:0-2-7 Edge], [10:0-6-4,0-3-0], [13:0-6-4,0-3-0] LOADING (psf) SPACING- 2-0=0 ' : CSI. DEFL. in (loc) 'UdefI Ud PLATES. GRIP TCLL 20:0' Plate Grip DOL 1.25 TC 0.95 Vert(LL) . 0.76:. 11 >610 240. MT20 244/.190. TCDL 7.0 Lumber DOL 1.25 BC . 0.94 Vert(CT) 1..18 11-13 >394 180 MT20HS 187/.1.43 BCLL .. . 0.0.,* Rep Stress Incr .. YES WB 0.81 Horz(CT) 0.57 8 n/a n1a BCDL: 10.0 "Code FBC2020ITP12014.' Matrix -AS 1Neight:177lb FT=20%: LUMBER- BRACING - TOP CHORD' 2x4 SP No.1 a TOP CHORD. . Structural wood sheathing directly applied. BOT CHORD' .2x4 SP No.1 *Except* . " BOT CHORD :' Rigid ceiling directly applied: 12-13: 2x4 SP No.2, 10-12: 2x4 SP M.31 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 " REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-254(LC 10) „ Max Uplift 2=-92Q(LC 12), 8=-920 LC 12 Max Grav'2=1503(LC 1), 8=1503(LC'l) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. " TOP CHORD .2-3=-4668/2712, 3-4=74567/2968;.4-5= 4042/2516,.5-6=-4042/2516, 6-7=-4562/2997, .. 7-8=-4663/2743 . BOT CHORD 2-13= 2268/4204; 11-13=-1641/3170; 10-11=-1657/3169, 8-10=-2328/4199: WEBS 3-13=-317/483, 4=13=-1116/1776, 4-11=-504/1101, 5-11=-494/530, 6-11=-503/1103, . 6-10=-1129/1681, 7-10==327/490 : .. ' NOTES- . 1) Unbalanced roof live. loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph,(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.00sf; h=25ft; B=45ft; L=40ft;:eave=5ft; Cat. 11; Exp C;_Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4.0 to 2-8-0, Interior(1) 2-8-0 to. 11-0=0, Exterior(2R) 11-0-0:to 16-7-14; Interior(1) 16-7-14 to 27-8-0,: Exterior(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 •: 3) Building besigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss pompone.n4. 4), Provide adequate drainage to'preyent water pondirig. ' 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for alive load of:20.Opsf on the bottom chord iniall areas where asectangle 3-6-0 tall by 2-0-0 wide .. ... will fit between the bottom chord and any other members.. 8) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface: 9) Provide mechanical connection (by others) of'truss to bearing plate, capable of:Withstanding 100 tb uplift at joirlt(s) except ljt=lb): Joaquin Velez PE N6.68182 2=920, 8=920.: MiTek USA,1nc.: FL Ceit 6634 1.0) This truss design' requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum " 69D4 Parke East Blvd. Tampa FC 33610 sheetrock be applied directly to the bottom chord.:: Date:.. . . .... ... ... August 7,2021 ' Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. - Design valid for use only with MiTek® connectors. This desfgri is based. only upon parameters shown, and:is for an individual building component, not _ . �• . . - , a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss:web and/or chord members only; Additional temporary and permanent bracing . , .. - _ MiTek' is always, required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage, delivery, erection and bracing: of trusses and truss systems;see , : ANSUTP11 Quality Criteria, DSB-69 and BCSI Building Component 6904 Parka East Blvd. Sa/etylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 123 PH3 , ; T24956438 27i8396 At ' .. Hip -Truss - Job Reference (optional) Builders FirstSource (Plant City, FL), . Plant City, FL- 33567, ' 8.430 s Jun 2 2021 MiTek Industries, Inc.: Fri Aug 6 14:20:57 2021. Page 1 ID J I :20VQZH1n97 x9G5M9Nm a Qi3Stx-MMjPNXE8vu5f_cw97DbBIaTHhtt2uzVRUtjhVFygY9a r1.4-0 6-2-7 9-0-0 •, 15-10-11 22-9-5 29-8.0 " 32-5-9 38.8-0 A0-0:q: •0 6-2-7 2-9-9 6-10-11 6-10-11 6-10-11 6-2-7 1.4-0. Scale' 1:70.2: 6x12 MT20HS .' :. 6x12 MT20HS- 4x6 = 7x10 = 6.00.:12 4. :. 26 '27 . 5 28 6. :29. 30 2i .7. 3x4 .. 3x4 8 24 25 32 3 . 1.5x8 STP = 3. 1.5x8 STP = 16' .:: 9 15: 14 . 13 o m 2 17. Bx10.— :-11 910 � 9 dI1 7x10 W8- 4x12 =. x10 = 2x-.11. . I? d 2x4 1 1 —. : 8 1 0 46 3xB 3.00 12 6.2-7 8�8-0 15-10-11 22-9-5 30-0.0 32-5-9 38-8-0 6-2-7 2-5-9 7-2-11 6-10-11 7-2-11 2-5-9 .. 6-2-7 Plate Offsets (X Y)-- [2:0-2-9 0-1-81[4:0-9-4,0-2-81,[6:0-5-0 0-4-81[7i0-9-4;0-2=81;[9:0-2-9 0-1-81 LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) :I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC : 0.81 .. Vert(LL) . 0.99:13-15 >468 ' 240 : MT20 .244/.190. TCDL 7.0. .. Lumber DOL ' . .. 1.25 BC . 6.95 Vert(CT) -1.24 13-15 >374 180 . .. MT20HS 187/.1.43 BCLL 0.0, .` Rep Stress Incr . YES WB 0.71 Horz(CT) 0.62- 9 n/a ri/a .. BCDL: 10.0 Code, FBC2020/TP12014,;, Matrix -AS Weight:220lb FT=20% LUMBER- BRACING- .. . TOP CHORD' 2x4.SP No.2 *Except* ....'.' .:: TOP CHORD Structural wood sheathing directly applied. .4-6,6-7: 2x6 SP No.2 ; BOT CHORDRigid ceiling directly applied: SOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at.midpt 4-15,,7-13 ... 2-16,9-12: 2x4 SP M31 WEBS 2x4 SP No.3 OTHERS . 2x4 SP No.3 WEDGE. . Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) :'2=0=870 9=0 8 0 Max Horz2=212(LC 11) Max Grav 2=1503(LC'1), 9=1503(LC 1) FORCES. (lb) -Max. Comp:/Max.. Ten. -All forces 250,(Ib) or less except when shown.; TOP CHORD 2-3=-4653/2760; 3-4=-4575/2722, 4-.5=-5609/3407, 5-6=-5605/3369; 6-7=-5607/3372, 7-8=-4575/2746, 8-9=-4653/2788 BOT CHORD 2-17=-2340/4185, 16-17=-2357/4223, 15-16=-2061/3939; 13-15=-3060/5607, 12-13=-2080/3939, 11-12=-2415/4223, 9-11=-2397/4185'. WEBS 4-16=-62811192, 4-15— 1061'/1874, 5-15=7462/436, 6-13=-422/445, 7-13=71051/1871, 7-12=-642/1182 NOTES- . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3=se'cond.gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft;Cat. p C' 11; Ex; Encl., GCpi=0.18; MWFRS (directional) and C-C' Exterior(2E) -1-4-0 to 2-8-0; Interior(!) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(!) 14-7: 1:4 to 29-8-0, Exterior(2R);29-8-0 to 35-3-14, Interior(!) 35-3-14.to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 , 3) Building Designer /. Project engineer responsible for verifying applied roof live load shown covers rain; loading ,requirements specific; to the use of this truss component. 4) Provide adequate: drainage to prevent water.ponding. 5) All:plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord -live load nonconcurrent with anyOther live loads. 7) ' This truss, has been designed fora live,load of 20.Opsf on the:bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide , , will fit.between the:bottom chord and any other.members. Joaquin Velsi,PE No.66162 8) Bearing at.joint(s) 2, 9 considers parallel _to grain value using ANSI/TPI 1. angle to grain formula. Building designer should verify - MiTek USA, ]no. FL Deft 6634 . capacity of bearing surface.. 6904 Parke East Blvd. Tampa Fl 33610 9) Provide mechanical connection (by others) of truss:to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Date: • ' 2=920, 9=920. 10) This truss: design requires that a minimum of 7/16" structural wood sheathing, be''applied'directly to the top chord and 1/2" gypsum : August 7,2021 sheetrdck be armlied directly to the bottom chord. . A WARNING - Verify design'parametets and READ NOTES ON THIS AND INCLUDED MIT EK REFERENCE PAGE MII-7473 rev. 5/ 1912020 BEFORE USE.: • Design valid for use only with, MiTek® connectors. This design is based. only upon parameters shown, and:is for an Individual building component, not , . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall - . building design. Bracing indicated is io preyent buckling of individual truss web and/or, chord members only: Additional temporaryand permanent bracing MiTek' is always. required for stability and to prevent collapse with possible personal injury and propeny damage. For general guidance regarding the - fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see . ANSUTPII Duality Criteria, DSB-89 and BCSI Building Component .. 6904 Parke East Blvd. • ' Safe tyInformation available from Truss, Plate'Ins titute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FC 36610 - Job Truss Truss Type Qty Ply LOT 129 PH3 +' T24956439 2718396 A16 Hip Truss :. 1 3' Job Reference (optional):: twitaerS hlrstboufce (flan Lolly, rL), mant Lofty, t•L - J6bb/, tfAJU 5 Jun a eu4 I IVII I UK IMUSUIU5, mu. rrl Huy o I4:GU:oo eu4I rays I ID:20VQZH In97x9G5M9NmJa(Qz3Stx-gYHnatFmgCDW blVLgx6Q1oOSi GCydUxbjXTEI hygY9Z r1-4=0 5=4-10 7-T0;- 13=3-0 19-4-0 25-5-0 31-8.0 '' ,33=5-7, 38.8-0' ' ' fi0.0=9 1-4.0 5-4-10 1-7-6 6=1.0 6-1-0 6-3-0 1-9-7 5-2-9 1-4-0. Scale=1:70.2 : 5x6 5x8 = 5x6 = 5x8 = . 5x 6 6.00. 12 — .' 5 6 7 2x4 � 4... 24 25'. :. 26 27 8 2x4 Peg Icy 1.5x8 STP= 1.5x8 STP= t N 1 2 28. 16 14 13 17 . . :: 1 5 12 29: �. 10 11 Iv 0 2x4 II 2x4 II 6xl2 MT20HS= 4x10 MT20HS= 6x12 MT20HS.— 4x6 : 3.00 12:.:.. 4x6 zz a. 7 4 8 13=3.0 19.4-0 : : 25-5-0' 31 3 8 31�8-0: ' : 38-8-0 i 7-4-8 S 10-8 6-1-0 6-1-0 + 5-10.8 0-4-8 .. 7-0-0 Plate Offsets (X Y)-- [2:0-2-14 Edge] 14`.0-3-0 0-2-0] [6:0-3-0 0-3-0] [8:0-3-0,0-2-0] [9:0-0-0,0-0-0], [10:0=2-14',Edge], [12:0-6-0;Edge] [17:0=6-0;Edge] LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TOLL 20:0- Plate Grip DOL :1.25 TC. : 0.79 :. Vert(LL) . 1.54:. 14 >302 240 : MT20 .244/.190. TCDL 7.0. Lumber DOL 1.25 BC . 0.97 Vert(CT) . -.1.59 14 >292 186 . .. MT20HS 187/.1.43 BCLL .. .0.0..• Rep Stress lncr,. NO WB 0,51., Horz(CT) 0.70:. 10 r1/a rVa BCDL; 10.0 Code_ FBC2020/fP12014 Matrix -MS V1leight:.5301b FT = 20 % . LUMBER- BRACING - TOP CHORD 2x4 SP No.i .... TOP CHORD. Structural wood sheathing directly applied or 4-5-12 oc puffins. BOT CHORD .2x4 Sf' No.i *Except*. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-17,10-12: 2x4 SP No.2 WEBS 2x4SPNo.3' " REACTIONS.... (size) 2=0-8-0,'10=0-8-0.. .Max'Horz 2=-172(LC 6) Max Uplift 2=-2125(LC 8), 10=2125(LC 8) ' Max Grav 2=3590(LC 13), 10=3590(LC 14) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-12445/6975, 3-4=-12843/721.7, 4-5=-12645/7110, 5=6=-19330/11281, 0=*-19330/11281, 7-8=-12520/7110, 8-9=-12717/7217, 9-10==12326/6975 80T CHORD ..2-17=5228/11536, 16 1.7=$992/:1.7781, 14-16— 99971177811 13-14— 9992/17625, 12-13=-9.992/17625, 10-12=-6225/11299, WEBS 4-17=-2607/4995; 5-17=-5477/3321, 5-16=0/391,'5-14— 1120/1856; 6-14=-804/775, 7-14=-1120/1858; 7-13=0/391, 7-12=-5476/3321', 8-12=.2607/4943; 3-17=-548/950, 9-12= 551/962 NOTES- . . 1.) 3-ply truss to be connected together with 10d (0.131:")3") nails: as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oo. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 - Vrow'at 0-4-0 oc, Except member 17-5 2x4 -1 row at 0-9-0 oc, member 5-16 2x4 - 1 row at O=9-0 oc, member:14-5 2x4 - 1 row at 0-9.0 oc; member 6-14 2x4 - 1 row at 0-9-0 oc, member 14-7 2x4 -'Prow at.0-9-0 oc, member7-13 2x4.- 1 row at 0-9-0 oc, member 12-7 2x4 - 1 row at 0-9-0 oc, member 17-3 2x4 - Prow at 0-9-0 oc, member 12.9 2x4 - 1. row at 0.-9-0 oc. 2), All loads are considered equally applied to all plies; except if noted as front (F) or;back (0) face in the LOAD CASE(S)'section. Ply to ply connections have been provided to only loads noted as-(F) or (B);:unless otherwise indicated. -distribute 3) Unbalanced roof'live loads have been considered for this design. ' 4) Wind: ASCE.7-i6;.Vuft=160mph (3-second gust),Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h.=25ft; B=45ft; L=40ft; eave=5ft; Cat... II;. Exp C; Encl., GCpi_0.18; MWFRS (directional); Lumber. DOL=1.60 plate grip DOL=1.60' .' : . 5) Building Designer / Project engineer responsible foi'verifying applied roof live load shown covers rain loading requirements specific to the, use of this truss componerit. 6) Provide adequate• drainage to prevent Water ponding. Joaquin Velei:PE No.68162 7) All plates are MT20 plates unless otherwise indicated. MiTek USA, Ind. FL Gert6634 8) This truss has been designed fora 10.0 psf bottom chord.live load nonconcurrent with any other live loads. . . ... 6904 Parke East Blvd. Tampa FL 33610 9)This truss has beenAesigned for alive load of 20.Opsf on the bottom chord in all:areas:where a rectangle 3-670 tall by 2-0-0 wide ' Will fit between the bottom'chc; d and any other members. Date:; 10) Bearing•atjoint(s) 2,'10 considdes parallel to grain value rising ANSI/TP1 1.angle to grain'forniula: Building designer should verify : August 7,2021 n surface. 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE... . • Design valid for use only. with, MiTek® connectors. This des'igri is based only upon parameters shcwri, andiis for an individual building component, not ' . . F a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing Indicated is io preyent buckling of Individual truss -web and/or, chord members only: Additional temporary and permanent bracing .... MOWis always required for stability and to prevent collapse with possible personal injury and property damage. For genera( guidance regarding -the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANS11TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. ' Safety Information available from Truss Plate' Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job ... Truss Truss Type y Oty Ply LOT 123 PH3 T24956439 271B396 A16 :. .. HipTruss :. .. 1 3 Job Reference (optional) . Q WARNING - Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.:'. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building 66giponent, not - " a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall " building design. Bracing indicated is to prevent buckling of individual truss web and/or, chord members only: Additional temporary and permanent bracing . .... "' MOW.: is always, required for stability and to prevent collapse with possible personal injury and property damage. For gene raiguidance regarding the fabrication, storage; delivery, erection and bracing: of trusses and truss systems-, see , ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Bldd: Safe.tylnformation available from Truss Plate Ins titute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .: Tampa, FC 36610: , . - " Job aTruss Truss Type Qty Ply LOT 123 PN3 , + T24956440 2748396 B01A GABLE . :. 1 1 Job Reference (.optional):: " . f uiicterS rlrsibource trlanI filly, r-L), rlanl ully, rL-JJDO/, o•`ou ��<<�� •�� , ���,,_�, ,,,�.-, „^``J ,�.-�•�� -�'- `-a" •, ID:2HENbgKpKuCLMG ubem975iyKvF'i-IkrAoDGORW LNDv4XEedfr?ZmDgndM1 nkyBCnZ7ygY9Y 1 4 0- 6-.4-0 12.8-0 14-0 0 • 1-4-0 6-4-0 6.4.0so 1-4-0 Sc = ale 1:25.4 46 = . 6 6.00 F12 2x4 II 72x4 11 5. 3x6 II .4 18 3xI I 17, .. 3 9 . . .... . 10' 2 C? 1. 5x8 = 16 15 14 13 .12 5x8 2x4 11 2x4 I I 2x4. 11: 2x4 I I. ': 2x4 I I 12-8.0 :. 12-6-0 Plate Offsets (XY)-- [2:0-4-0 0-3-1] [3:0-5-2'0-1-0] 19:0-5-2 0-1-01 [10:0-4-0 0-3-1] .. " LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL. in (loc) :IUdefl Ud PLATES: GRIP TCLL 20:0 Plate Grip DOL 1.25 TC. : 0.23 :. Vert(LL) . :'-0,00: 11 n/r 120 : MT20 244/190:. TCDL ". 7.0 Lumber DOL - 1.25 BC . 0.04 Vert(CT) . -0.00 11 n/r 120 : . BCLL .. . 0.0 ,' .. Rep Stress incr YES WB 0,09.. Horz(CT) 0.00 10 n/a ri/a BCDL 10.0 Code. FBC2020/TPI2014 Matrix-S Weight: 641b FT = 20%: .. . LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD. .:Structural wood sheathing directly applied or 6-0.0.oc purlins. BOT CHORD .2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.-. . .OTHERS 2x4'SP No.3.. " .. ... REACTIONS. All bearings 12-8-0. (lb) -. Max.Horz'2=-144(LC 10) Max Uplift All uplift 100 lb or less at joints) 16,12 except 2=-198(LC 12), 10= 198(LC 12), 15=+128(LC 12), 13=-128(LC 12) . Max.Grav . All reactions 250 Ib or less at joints) 2,10, 14, 15, 16, 13, 12: FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD: " 5-6=-83/252, 6-7=-83/252' WEBS 5-15=-130/293, 3-16=-156/266, 7-13=-132/294, 942=-156/266 NOTES- .... . 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASIDE 7-16; Vult=160mph (3-second, gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ff; eave=2ft; Cat._. " 11; Exp,C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E).=1-4=0 to 2-8-0, Exterior(2N).2.8-0 to.6+4-0, Comer(3R) 6-4=0 to 10-.4-0, Exterior(2N) 10-4-0 to 14,0=0 zone;C-C for members and forces &'MWFRS for reactions shown; Lumber DOL=1.60 plate .' . grip DOL=1.60 " 3 Truss designed for wind loads in the lane of the truss g p only. For studs exposed to:wind (normal to the face), see Sfandardandustry ' Gable End Details as applicable,.or consult qualified building designer as per ANSVTPI :1. 4) Building Designer,/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this:truss component.: 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at2-0-0 oc.: . 7) This truss has been designed fora 10.0 psf bottom chord live, load nonconcurrent with any other live loads. 8). ' This truss has been designed for a live load of 20;Opsf on the bottom chord in all. a�eas where a rectangle 3-6=0 tall by M-,o wide will fit between the bottom chord and, any other members. 1 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other 4 1.suitable treatment may be used if it does not corrode.the plates.af ACO, CBA, or CA-B:treated:lumber is used, improved corrosion .... .: protection is required, and 0185 galvanized plates :maybe used with this design.: Incising factors have not been considered for this design.. Building designer to verify suitability of this product for its intended use. - 10) Provide'rnechanical connection (by others) of truss to bearing plate capable of withstanding 100:Ib Uplift at;joint(s) 16, 12 except Joaquin Velez PE No.68182 Qt=lb) 2=.198,:10=198, 15=128, 13=128. MITek USA,)nc. FL Cert 6634 .•: .. East Tampa ....'690, Pare 33610. Date: .. . . .... August .. ,2021 . 0 WARNING -Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.:. Design valid for use only with MiTek® connectors. This design is based. only upon parameters shown, and:is for an individual building component, not : �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall • building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary andpermanentbracing MITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see . : ANS11 Pll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Bald; Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - .. Tampa, FL,36610 ' Job Truss Truss Type Qty .Ply LOT 123 PH3 r T24956441 2748396.. B02 .. Common 5 1. .. _. J ob Reference (optional):: nutwers mrstsource frtant t ny, rLi, rlanl uny, rL - 3300r, o.you a uun L GVG 1 rvu i cn a iuuau lea, n n nuy I D:20VQZH In97x9G5M9NmJalQi3Stx-mxPY?ZGOCpTEr3fkoLBuND5ro4Od5UjuAryL6aygY9X 1-4.0: 6.4-0 12-8-0 14=0-0 • 1-4-0 6-4-0 6-4.0 .1-4-0 Scale='1:2.4.7 5x8 3 1� 3x4 - 3z4 = 6-4-0 12-8.0 6-4.0 6-4-0 Plate Offsets (X Y)-- [2:0-1-4 0-0-2) LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) I/defl. Ud 'PLATES. GRIP TCLL 20:0, Plate Grip DOL :1.25 TC . 0.62 :. Vert(LL) 0.08: 6-12 >999 240 MT20 244/190: . TCDL - T6 .. Lumber DOL .. 1.25 $C 0.50 Vert(CT) 0.08 6-9 >999 186 BCLL _. 0.0 Rep Stresslncr". YES WB 0,11 Horz(CT) 0..01,. 4 n/a n/a - BCDL 10.0 .'Code. FBC2020(rP12014.:. Matrix -AS Weight: 49 lb FT = 20%; LUMBER- BRACING - TOP TOP CHORD 2x4 SP No.2 TOP CHORD :Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 a BOT CHORD Rigid ceiling directly applied: WEBS 2x4 SP No.3 , REACTIONS. (size) 2=0=8=0, 4=0-8-0 Max Horc'2=-158(LC 10) .. Max Uplift 2=-378(LC 12), 4=-378(LC 12) Max.Grav 2=541(LC 1), 4=541(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.. ... TOP CHORD 2-3=-656/817, 3-4=-656/818 BOT CHORD: 2-6=456/532, 4-6=-456/532 WEBS - 3-6=-44/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second. gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; f3=45ft; L=40ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E)-1-4=0 to 2-8-0, Extedor(2N).2-8-0 to 6-4-0, Comer(3R) 6-4=0 to 104-0, Exterior(2N) 10-4-0 to 14mO=O zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for:verifying applied roof live load shown covers rain loading requirements. specific to the use of this truss component. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent With any other live loads. " 5) . This truss has been designed for a'live 'load of 20.Opsf on the bottom chord in:all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of tr6Ss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b)' 2=378, 4=378. 7), This truss design requires that a minimum of 7/16":structural wood sheathing be applied directly to the top chord, and 1/2" gypsum 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE'. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and.is for an Individual building component, not , .�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall , building design. Bracing Indicated is to preyenj buckling of individual truss web and/or,chord members only: Additional temporary and permanent bracing MOTek", • Is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see . • ANSYMI Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke'East Blvd. Sa/etyinlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: - Job Truss Truss Type r p Qfy Ply LOT 123 PH3' E T24956442 2748396 B06 Common 2 1. Job Reference (optional):: Buueers FirstSource (Plan City, FL), . Plant City, FL - 33567, .. 6.430 S Jun 2 2021 wu 1 ex industries, inc.. Fri Aug O 1'i:2 I:d I eOe I raye 1 ID:2OVOZHln97x9G5M9NmJalQz3Stx-E7zwDvHez7b5SDEwM3f7wQe?YUKugxxl PVhue0ygY9W 1 4 0 6_4.0 12 8 0 ;. 1:-40 6-4.0 6-4-0 5x8 — Scale: 1/2°-1' I cm o ' 3x6 = US = 6-4-0 12-8-0 — 6-4-0 6.4-0. Plate Offsets -- -- -- -- -- LOADING (psf) SPACING- 2-0=O CSI. 'DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. - 0.69 . Vert(LL) . 0..10:- 5-8 >999 240 MT20 244/190, TCDL 7.0': Lumber DOL ' . - 1.25 BC . 0.63 Vert(CT) -0.08 ' ' 5-8 >999 180 . BCLL .. 0.0.,* Rep Stress Incr YES WB 0,11 . Horz(CT) 0.01 .. 4 n/a n/a BCDL: 10.0 ..'Code. FBC2020/TP12014 Matrix -AS Weight:,47 lb FT = 20%; LUMBER- q. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD' .2x4 SP No.2 BOT CHORD .' Rigid ceiling directly applied: WEBS - 2x4 SP No.3 . REACTIONS. (size) 4=0 8=0, •2=0-8-0 Max .Horz2=152(LC 11) Max Uplift 4=-257(LC 12), 2=-385(LC 12) Max.Grav 4=465(LC 1),'2=544(LC.1) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250'(1b) or less except when shown. TOP CHORD 2-3=-668/861, 3-4=•-652/853 BOT CHORD:' 2-5'— 554/542, 4-5=-554/542 WEBS '. 3.5=-63/284 NOTES- 1) jUnbalanced roof live'loads have been considered for this design. 2) Wind:. ASCE 7-16; Vult=160mph (3-second. gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E)=1-4=0,to 2-8-0, Extedor(2N).2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 104-0, Exterior(21\1) 10-4-0 to 12-9=0 zone;C-C for members and forces &'MWFRS for reactions shown; Lumber DOL=1.60 plate' .' .... grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load. shown covers rain loading re.quiremerits. specific to. the use of this truss component. 4) This truss has been designed for a 10.0 psf. bottom Chord live load nonconcurre.nt with any other. live loads. 5) ' This truss has been designed for a live load of20.Opsf on the bottom chord in:all areas where a:rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=257, 2=385. 7). This truss design requires that a minimum of 7/16":stru6tural wood sheathing be applied directly to the top chord. and 1/2" gypsum sheetrock be -applied directly to the bottom Chord; ' Joaquin Velez,PE N6.68782 MiTek USA,1ne. FL Celt 6634 6904 Parke as Blvd. Tampa FL 33610 .• Date::.. . d. August 7,2021 WARNING -Verify desi arameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.: P' . n9 - Design valid for use only with MiTek® connectors. This design. is based only upon parameters shown, andis for Individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or.chord members only: Additional temporary and permanent bracing .... /� T Is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the IBk' fabrication., storage; delivery, erection and bracing. of trusses and truss systems, see . ANS11TPI f Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke'East Blvd. Satetylntormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldort, MD 20601 .. Tampa, FL 36610' Job p Truss Truss Type City Ply LOT 123 PH3 . . T24956443 2748396 BOBS . ROOF SPECIAL 1 3 "' Job Reference (optional):: 'Builders FirstSource (Plant City, FL), Plant City, FL - 33567, " 8.430 s Jun 2 2021 MiTek Industries, Inc.: Fri Aug 6 14:21:02 2021 Page 1 ID:vKfJv3' Bz5BE[er9wCkl1 gzl'SeJ-iJW IOFIGkRjy4Np6vmAMSeBEjubmZBVAe9RSASygY9V 1-4-0 5-10-0 " 8-8-0 = 12-6-5 16-1-3: 19.8-0 24=10=0 28-10-0 : 33-5=12 38.8.0 ' 1-4-0 5.10.0 2.10-0 3.10-5 3.6°13 3-6.13 5-2c0 4 4-7r12 — Scale — 1:70.8 5x6 = 4x6 = .... — 9 6,00 12 5x8 =.. 4x6 = 4x6 - 4x6 = 3x4 I[:* 6ic8 —_ / 2 3 q g:. 7 8 312x4 .. . 10 1.5x8 STP = 32 d. 27 . -28 m 1 6 19 18 :.. 17: o m �? 20 . 6x8 = 4x6 =, Bxl4 MT20HS — `� `� 11 Iv o 2x4 o: 46 =_ .. 15 1'4' 13 12 . . 2x4 — _ _ _ Sx8 3x6 3x4 3 3x6 3.00 12 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2--0" OF UNIFORM LOAD AS SHOWN. 5-10-0 8-8-0 12-6-5 16-1-3: 19-8.0 24-10=0 31-5=12 _ - 38-8-0:: T 5-10-0 2-10-0 3-10-5 3-6-13 3-6-13 5-2.0 6-7-12 7-2-4 Yla:ieunseiS tx T)-- t9:U-u-iu t=uueJ tz:U-o-,+u-z-ui lo:U-,S-U CugVj to:U-o-U u-z-IzJ I Io:u-O-IL CUueI -' ' LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) 'I/dell Ud PLATES GRIP TCLL 20:0 :. Plate Grip DOL' :1.25 TC . : 0.40 :. Vert(LL) . 1.43:16-17 >324 240 : MT20 244/.190 TCDL 7.0' Lumber DOL . .. 1.25 BC . 0.85 Vert(CT) -1.73 16-17 >268 186 . MT20HS 187/.1.43 BCLL .. 0.0, * Rep Stress Inor , YES W B 0,86 : Horz(CT) ' 0.57 11 n/a n/a BCDL 10.0 Code, FBC202O/TPI2O14. •; Matrix -AS Weight: 569 lb FT = 20%; LUMBER- BRACING - TOP CHORD 2x4 SP No.i *Except ..' . TOP CHORD Structural wood sheathing directly applied. 8-9,9-11: 2x4 SP No.2, BOT CHORD Rigid ceiling directly applied: BOT CHORD 2x4 SP No.i. *Except ..: 1-19: 2x4 SP No.2,:7-15: 2x6 SP No.2 WEBS 2x4SPNo.3 REACTIONS. (size) 1=0-8-0, 11=Mechanical Max.Horz 1=202(LC 1'1) Max Uplift 1=-806(LC 12)111=-806(LC 12) : MaxGrav 1-1431(LC 1), 11=1431(LC 1) FORCES.; (Ib) _ Max. Comp./Max. Ten.'- All forces.250 (lb) or less except when shown. TOP CH6RD_ . 1-2=-4730/3026, 2-3=-9632/6130, 3-4=-12128/7556, 4-6=-13459/8309, 6-7=-13821/8537, .. ..7-8=-10868/6764, 8-9=-5009/3336, 9-10=-2646/1789, 10-1.1=-2798/1842 BOT. CHORD 1-20=:26.87/4259,.19-20=-2683/4268, 18.19=-59.80/9748, 17-18=-7323/12128,;: 16-17==8116/13459, 14-15=-920/1511,,12-14=-1231/2123, 11-12==1554/2470 WEBS 2-19=-3565/5811, 3-197-783/558, 14-16=-1832/2972, 8-16=-4068/6743, 8-14==3860/2625, 9-14=-2350/3615, 9-12= 241/457; 10-12=-302/366,3-18=-1451/2460, 4-18=-576/433,' 4=17= 833/1380, 6-16=-272/378 NOTES- . . 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords: connected as follows:'2x4 - 1 row at 0-9-0 oc. " Bottom chords connected as follows: 2x4 - 1 row:at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. ' Webs connected as follows: 2x4 - Prow at 0-9-0 oc. ' 2) AlHoads are considered equally applied to all plies; except if, noted as front (F) or back.(B) face in the LOAD CASE(S)-section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3). Unbalanced roof live;loads have been considered for this design. 4) Wind: ASCE7-16Vums=ecdnd;gust);Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf;=B=45ft; L=40ft; eave=5f; Cat: " II; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)_0=0-0'to 4-0-0, Interior(1) 4-0-0 to 5=10-0, Exterior(2R) 5-.10-0 : to 9-10-0, Interior(l) 9-10-0 to 28-10-0,. Exterior(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 3878-0 zone;C-C for members and . forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 .... .' 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to"the. use of this truss component. 6) Provide ad equate:drainage to prevent water ponding. Joaquin Velez Pt N6.66162 7) All plates are MT20 plates unless otherwise indicated. p MiTek USA,Ine. FL Cert (1634 .8) This truss has been designed fora 10.0 psf bottom chord.live load nonconcurrent with any other ive loads. _ 6904 Parke East Blvd. Tampa FL 33610 9) ' This truss has been.designed for alive load of 20.Opsf on the bottom chord in all: area's where a rectangle 3-6-0 tall by 2-0-0 wide Date: Will fit between the bottornChord and any other members.:' 10) Refer to, girder(s) for truss to truss connections:. August 7,2021 o i do e2 - WARNING- Verity design � arame parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. typ t Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building compdnent, not , A truss system. Before use, the building designer must vedfy the applicability of design parameters and propeity Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/orchord members only: Additional temporary and permanent bracing • MiTek' Is always, required for stability and to prevent collapse with possible personal injury and property damage. For generaiguidance regarding the • . fabrication, storage, delivery, erection and bracing.of trusses and truss systems, see : ANSIITP11 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: ' Job Truss Truss Type Qty Ply LOT 123 PH3 ' T24956443 27483.96 BOBS. ROOF SPECIAL 1 3. Job Reference o tional builders F1rstbource (mant laty, FL), . Ylant uty, hL - J00b/, 0.43U S Jul]. Z ZVZ 1" Iv111 UK Ir luuhirlub, I lu.. rr1 Au O 14.41..4 GUG I ra a-c ID Ck S J AMS V • :vKfJv3_8z5BE[erBw 11gi' e-iJWIQFIGkRjy4Np6vm eBEjubmZBVAe9RSASygY9 NOTES- !"1) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify, capadity'of bearing surface. . 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding -100 lb uplift at joints) except Qt=lb) 1=806, 11=806. 13) This truss design requires that'a'minimum of 7/16 structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied 'directly to the bottom chord. ' ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.: Design valid for use only with. MiTek® connectors. This des(gn is based only upon parameters shown, andis for an individual building component, not _ _ t a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ _ . building design. Bracing indicated is to prevent buckling of individual truss web and/ar,chord members only: Additional temporary and permanent bracing MITek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the _ ... ; ; .... fabrication, storage; delivery, erection and bracing.of trusses and truss systems, see . : ANSIITP11 Quality Criteria, DSB49 and BCSI Building Component. : 6904 Parke East Blvd: Satetylntormation available from Truss Plate Institute„2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610: Job Truss Truss Type Oty Ply LOT 123 PN3 ' 1 T24956444 2748396 B09S Hip- : ' 1 1. .. Job Reference (optional) t1Ult4erS mrst6ource (rlani aty, t-L), . rlanl filly, rL - 3:100/10.4ou b Jun c cuc l Ivll 1 UA 11luuffilltl8, u IV. rll myy O 1 Y.L I.VY LVL 1 rayn l ID:vKfJv3 Bz5BEier9wCkllgzTSeJ-fie3rwJXG2zfJgyViBDgY3GRvhGgl5bT5TwYFLygY9T r1-4-0 7-10-0 :':13-9-0 1g-g_0 25-3.0 30-10-0... 3B-8-0 7-10-0 5-11-0 5-11,0 5-7-0 5.7-0 7-10-0 _ Scale '1:68.4 Siff _ 3x8 = 6xl2 MT20HS = 4xl2.= - _.. . 5x8 6.00 12 3 26 4 5 6. 27 7 28: 8 29 TP 1.5x8 S= " , 25 , 24 15 v 30 m 2 17 1fi 1 0x1 6 MT20HS =. 0 9 0 e[1 2x4 II 0 6xl2:MT20HS = o ]4 13 -. . 12 11 10 5xl2. = .. 2x4 I I 5x8 % 3.00 12 3x4, .1'I 3xfi = 3x8 = 8 8 0 13 9 0 19-8=0 25.3 0' 30-10-0: 38-8.0 8-8-0 5-1-0 5-11-0 5-7-0 5-7-0 7-10-0 Plate Offsets (X Y)-- [2:0-2-7 Edge] [3:0-3-80-2-4] [5:0-6-0,Edgel, [T:0-3-8,0-2-0], [8:0-5-4,0-2-0], [9:0-2-12,0-1-8], [17:0-6-4,0-3-4] LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL -20.0 Plate Grip DOL- :1.25 TC.':'1.00:. Vert(LL) 1.31, 14 >354 240:" MT20 .244/190, TCDL 7.0: Lumber DOL . : . '1.25 BC . 0.95 Vert(CT)-1.6215-16 >286 180. MT20HS 187/143 BCLL 0.0. ' Rep Stress Inor . YES WB 0.88 .. Horz(CT) 0.64 - 9 n/a .n/a .. BCDL 10.0 Code, FBC202OfTP12014, . • Matrix -AS = Weight 187 lb FT = 20% LUMBER- BRACING- . TOP CHORD 'Structural wood sheathing direct) applied. TOP CHORD 2x4 SP No.i 'Except` . .. g y pp' 8-9,5-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: Except: BOT CHORD 2x4 SP No.2 'Except' 10-0-0 oc bracing: "13-15 " 2-17: 2x4 SP'No.1, 15-17: 2x4 SP M 31" WEBS 1 Row at midpt. 4-17, 12-15, 7-15 WEBS 2x4SPN0.3'ExcepY .12-15,7-15: 2x4 SP No.2 WEDGE: Left: 2x4 SP No.3 REACTIONS. (size) : 9=Mechanical, 2=0-8-0 Max Horz;2=183(LC 11) Max Uplift 9=-802(LC 12),2= 920(LC 12) Max Grav 9=1433(LC'1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. _ TOP CHORD 2-3=4691/2774; 3=4=-4835/2954, 4-.6=: 7030/4227, 6-7=-6859/4140; 7-8==3199/2088, 8-9=-2665/1657 BOT CHORD' 2-17=-2402/4224, 16.17=-3662/6517, 15-16=-3662/6517; 6-15=-271/292, 7. 10-1 2=-1 320/2332, 9-10=71321/2325 WEBS -3-17=7947/19.12, 4-17=-1953/1162, 4-15=:349/620, 12-15=-1822/3200,.7-i5=-2205/3907;- 7-12=71688/1098; 8-12= 612/1174, 8-10=0/297 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. - 2) Wind: ASCE 7=16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 4-4-0 to 2-870; Interior(1) 2-8-0 to 740-0; Extedor(2R) 7 10-0 to 13-9-0, Interior(1) 13-9-0 to 30-10-0, Exteri&(2R) 30=10-0 to 36-5-14, Interior(1) 36.5-14 to 38-8-0 zori6;C-C for. members and,forces & MWFRS for reactions shown; Lumbel DOL=1.60 plate grip DOL=1.60 ; . 3 Buildin D;esf ner./ Project en ineel rbs . onsible for verifyinga lied roof live load shown covers rain loadin re uirements s ecific. 9. 9 1 9 p PP .... 9: q P. " to the use of this Voss component. " 4) Provide adequate. drainage to prevent water.ponding. 6) All plates are MT20 plates unless .otherwise indicated. 6) This truss has been designed fora 10.0 psf bottorn chord. live load nonconcurrent with any:other live loads. 7) ' This truss has been designed for a live. load of 20.Opsf on the bottom chord in all areas where a rectangle 3.-6-0 tall by 2-0=0 wide _ .. . will fit between'the bottom chord and: any'other.members. Joaquin Velei:PE N6.68192 8) Referto girder(s) for truss to truss connections. MiTek USA,Ine.. FL Ceit 6634 .. 9) Bearing at joint(s)'2 considers parallel to grain value using.ANSI/TPI 1 angle to' grain formula.. Building designer should verify 6904 Parke East Blvd. Tampa.F.L 33610 ' capacity of bearing surface.: Date:, ' 10) Provide mechanical oonnection.(by others) of truss to be6d-ig.plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 9='802, 2=920. ... August 7,2021 . o e2 ' A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.: Design valid for use only with MTek® connectors. This desigri is based only upon parameters shown, andis for an individual building e61iipo9e9t, not - �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall " " building design. Bracing indicated is to prevent buckling of individual truss web and/or,chord members only: Additional temporary and permanent bracing - MiTek' is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see . ANS//TP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd: Safetylnformation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 a Tampa, FL 36610: Job Truss Truss Type Ofy Ply LOT 123 PH3' T24956444 2748396. B09S. Hip.. . 1 1. .. . . .... . . ... ' Job Reference (optional):: WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 rev. 5/19/2020 BEFORE USE... 9 P Design valid for use only with MiTek® connectors. This design. is based only upon parameters shown, andis foi'an individual building eompdnerit, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to preyent buckling of individual truss web and/or.chord members only. Additional temporary and permanent bracing - _ M!Tek' is always, required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems; see. : ANSIITP11 Ouality Criteria, DSB-89 and BCSI Building Component. - .. 6904 Parka East Blvd. ' Safety Information available from Truss Plate' Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610: Job Truss Truss Type Oty Ply LOT 123 PH3 T24956445 2748396 B10S . :. Hip' Job Reference (optional)' Builders FirstSource (Plant City, FL), Plant City, FL - 33567, " .. 8.430 s Jun 2 2021 MiTek Industries, Inc.: Fri Aug 6 14:21:05 2021 Pagel ID:v'KfJv3 Bz5BErer9wCkllgzTSeJ-7uCR2GK91M6WxgXhbvk34GpdS5cnmaJdK7f6nnygY9S r1-4-0' S:11-1 8=8=0' 910=Q: 14-9-0 19.8.0 24=3-0 26-10-0 31-10.0 a3-5-12, 38-8=0 1-4-0 5-11-1 2-8-15 : 1-2-0 4-11-0 4r11-0 4-7-D .• 4 3-0-0' 1-7-12 5-2-4' Scale'— 1:68.4 . 5x6 = ... 3x4 — 5x6 - : 3x6 - 5x6 — 3x4 i — — 4 5 28 29 6 30 7 8.. 31 9 .32 33 10 6.00. 12 2x4 2x4 11 _..3 27 34. � 26 1.5xB STP= 17 0 19 : 18 7x10 — o m 2 .. — 12 Iv N 1 Bx12.MT20HS = 6x8. 14 "13 0 0 16 15 5x8.s . 3.00 12 4x6 [I 3 t bx12 = 4�. . 8-10=Q: 19-8.0 :28-.10-0 38-8-0 8-8.0 1-2,Q 9-10.0 - 9-2-0 9-10-0 Plate Offsets (X,Y)- [2:0-2-7;Edgel, [5:0-3-0',0-2-0], [7:0-3-0,Edgel, [10:0-3-0,0=2-01, [13:0-5-8,0-2-0], [15:0-3-0,0-0-0]; [17:O-4-O;Edgel LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) ' :Udefl: Ud PLATES, GRIP TCLL 20.0 Plate GripDOL- -1.25 TC.':0.95 Vert(LL) 0.82:17-18 >565 240: MT20 244/190. TCDL 7.Q Lumber DOL 1.25 BC . 0.95 Ven(CT) . -1.1.6 17-18 >400 180 MT20HS 187/148 BCLL 0.0. ' Rep Stress Incr .' YES WB 0.72 : Horz(CT) ' 0.49-- 12 n/a rt/a BCDL; 10.0 Code, FBC2020/TP12014 , Matrix -AS Weight:-205 lb FT = 20% LUMBER- BRACING - TOP CHORD' Px4.SP No.2 TOP CHORD. .:Structural wood sheathing directly applied. BOT CHORD' 2x4 SP No.1 *Except*. .'. BOT CHORD Rigid ceiling directly applied: Except: 8-15, 2x4.SP. No.3, 14-16: 2x4 SP No.2, " '10.-Or0 oc bracing:•15-17 WEBS 2x4 SP _No.3 *Except* WEBS 1 Row at midpt 13-17; 9-13 13-17: 2x4 SP No:2 WEDGE . Left: 2x4 SP No REACTIONS. (size) 12=Mechanical, 2=0-8-0" Max Horz'2=224(LC 11) Max Uplift.12=-802(LC 12), 2=-920(LC 12) . Max:Grav 12=1433 1), 2=1507 1 FORCES.. (lb) .-.Max. Comp./Max. Ten. - All fo.rces.250 (lb) or less except when shown. TOP CHORD 2-3=-4716/2948, 3-4=-4502/2735, 4-5=-3.989/2445, 5-6=-3643/225 ., 6-8==4709/2902, 8-9=-4626/2882; 9-10=-2209/1503, 10-11=-2438/1602, 11-12=-2681/1719 BOT CHORD 2-19=-2592/4252' 18-19=-2176/3961, 17-18=-2470/4385, 12-13=-1464/2359 - WEBS 3-19=-189/311, 4-19--614/943, 4=18=-953/703, 5-18=>937/1615; 6-18=-9701692, . 7.6617=-115/471, 13 17 183.1/3207, 9-17=-884/1694,9-13=-1606/1041, 10-13=-539/924, 11-13= 382/421 NOTES- . 1) Unbalanced roof live' loads have been considered for this design. 2) Wind: ASCE:7-16;:Vult=160mph (3=secondgust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -:1-4-0.to 2-8-0, Interior(1) 2-8-0 to 9-.10-0, Exterior(2R) 9-10-0 to 15-5-14, Interior(1) 15-5-14 to 28-10-0, Extedor(2R) 28-10-0 to 34-5-14; Interior(t) 34-5-14 to 38-8-0 zone;C-C for:. members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3), Building Designer/ Project engineer responsible for verifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component. . 4) Provide adequate drainage to prevent water ponding. 5) All plates are. MT20 plates unless otherwise indicated. .. . . 6) This truss has been designed fora 10.0 psf bottom. chord live load nonconcurrent with any other live loads. .. . . 7) ' This truss has been designed for a live load of 20;Opsf on the bottom chord in a(lareas where a rectangle 3-6-0 tall by 2-0-0 wide will fit, between the bottom chord and any other members." .. 8) Refer,to girders) for truss to truss connections::: Joaquin Velez PE No.68162 9) Bearing at joints) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify . MiTek USA, Inc. FL Cart 6634 capacity of bearing surface. 6904 Parke East Blvd. Tampa FL 33610 10) Provide mechanical ;connect'ion (by others) of truss to bearing plate capable of withstanding 1:00 lb uplift at joint(s) except:(jt=1b) 12=802, 2=920. Date:: 11) This truss designyet ulres that a'minimum of 7/16"'structural Wood sheathing, be''applied'directly to the top chord'and 1/2" gypsum :. August 7,2021 sheetrock be a lied direct) to the botforn chord. . : WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.. - Design valid for use only, with, MiTek® connectors. This design: is based.only upon parameters shown, and:is for an individual building component, not '• . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of Individual truss web and/or. chord members only: Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication., storage; delivery, erection and bracing. of trusses and truss systems, see. : ANSLITP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke'East Blvd. Saletylntormation available from Truss Plate' Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' ' ' ' . . Tampa, FL 36610: Job Truss Truss Type Oty Ply LOT 123. PH3 T24956446 2748396 B11 S . Hip-: 1 1' "" 'Jab Reference (optional)::' tsuueers rustbource trlam terry, rur, rlani �Iiy, rc - s11 0. u 5 Jul1 L LVG I IV I I CA 11IUUJlI1CJ, 11IV. 1 11 I r9 C S 8 FI b:vKfJv3_Bz5BEre w k11gzT eJ=bSmpGcLnofENZ_6t c dULm?VxDVzJmZnFfJDygY9R 1-4-0' b-:11-1 8=8=0' 1f=10-0 19-8-0 " 26-10.0:' 32=5=12' 38.8-0" 1.4-0 5-11-1 2-8-15 3-2-0 7-10-0 .- 7.2-0 ., 5-7-12 fi-2-4 Scale = 1 4 4x6 = 5x8 = 5 . 26 27. ' . . 6 .:28 29 307 6,00 F12 3x6 i 4 2x4 3x4 3 25 8 m . 31 m 24 1.5x8.STP= - ,. 15 0 2 - _.. 17 16 7 10 - x - .. o 9 N m C0 1 6x8 3x8 = m Iv .. 1. 13 12 10 . . 14 = x4 I I _ 3 x6 = SxB:� . :. 3.00 12 3x4 II 4x123x6 .. 8.8-0 11=10-0 19 8 0 26-10-T :32=5=12: : 38-8-0 8.8-0 3-2.0 7-1.0-0 7-2-0 5-7-12 6-2-4 date Uffsei5 t7C Y1-- fz:u-z-/ CUgeJ Io:V-J-C U-Z-4J i/':U-D-U U-Z-OJ IU:U-z-IG V-I-OJ .t ID:U-U-4 V-O-41 I I /:U-4-V CUUCf ' LOADING (psf) SPACING- 2-0=0 ' : CSI. DEFL. in (loc) ' Udell Ud PLATES: GRIP TOLL 20.0 Plate Grip DOL 1.25 TC : 0.96 Vert(LL) . 0.68.15-16 >683 240 MT20 .244/.190 TCDL 7.0 .. Lumber DOL 1.25 BC 1.00 Vert(CT)-0.9215-16 >504 180. .. BCLL 0.0 .. Rep Stress Incr .. YES WB 1,00 Horz(ICT) 0.45., - 9 n/a W4 BCDL. 10.0 Code FBC2020/TPl2014. Matrix -AS V1leight:,207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 .... TOP CHORD .:Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 *Except*. BOT CHORD Rigid ceiling directly applied: Except: . . . 2-17: 2x4 SP No. 1, 6-13: 2x4 SP No.3 10-0-0 oc bracing:.13-15 ' • WEBS 2x4 SP No.3 WEBS i Row at midpt 6-16, 7-15 WEDGE Left: 2x4 SP No.3 REACTIONS.. (size) 9=Mechanical; 2=0-8-0 Max Horz 2=265(LC.11) Max Uplift 9=-802(1-C 12), 2=-920(LC:12) . Max Grav:9=1433(LC 1), 2=1507(LC 1) Max: Comp./Max. Ten. - All forces 250 (lb) or less except when shown. FORCES. (lb) -Max ' TOP CHORD .2-3= 4720/2956, 3-4=74507/2780;.4-5=-3369/2131,.5-6= 3036/1991, 6-7=-3705/2420, 7-8=-2304/1528, 8-9=-2774/1741 BOT CHORD 2-17=-2601/4267, 16-17=-2234/3956; 1.5-16=-2041/3756, 6-15_ 174/259, ... . 10-12=-1449/2441; 9-10=71449/2441 WEBS 3-17=-1781260, 4-17=-598/111'4, 4-16=-1276/833, 5-16==636/1.185, 6-16=-948/511, . 12-15=-1056/2015, 7-15=rl127/1960, 7-12=-295/226;.8-12=-584/469 NOTES- -1) Unbalanced roof live16ads have been considered for this design. 2) Wind: ASCE-7-16; Vult=160mph'(3-second gust)_Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=401t; eave=5ft; Cat.. . ll; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 1:1=10-0, Exterior(2R) 11-10-0 to 17-5-14, Interior(1) 17-5-14 to 26-10. 0, Exterior(2R) 26-10-0 to 32-5-12, Interior(1) 32=5-12 to 38-8-0 zone;C-C for members and•forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60.. 3) Building Designer/ Project engineer responsible forverifying applied roof live load[shown covers rain loading requirements specific to the use of this truss component. 4) Provide; adequate; drainage to prevent water poriding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other'live loads. 6) • This truss has been designed for a live load of:20.Opsf on the bottom chord in.ail areas where asectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 7) Refer to girder(s) for.truss to truss connections. 8) Bearing at.joint(s),2 considers parallel. to,grain value using ANSI/TPI 1 angle to grain formula: Building. designer should verify . , . capacity of bearing surface. r Joaquin Velez PE N6..68182 9) Provide mechanical connection (by others) 'of.truss to bearing plate capable of withstanding 100 lb' uplift'at Joint(s) except Qt=lb) MiTek USA,lne; FL Cod 6634 ... 9=802; 2=920: 1:0) This truss design requires that:a:minimum of 7/16": structuriiLwood sheathing be applied directly to the top chord and 1/T:gypsum 6904 Parke East Blvd. Tampa FL 33610 ' sheetrock be applied directly to the bottom chord. Date:: August 7,2021 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.:. Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is for'en Individual building component, not �• - - a truss system. Before use, the ovbuilding designer must verify the applicability of design parameters and properly Incorporate this design into the erall .. - ' ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing . .... MiTek' is always. required for stability and to prevent collapse with possible personal injury and propertyral. damage. For geneguidance regarding the fabrication, storage; delivery, erection and bracing:of. trusses and truss systems, see . : ANSI/TPII Quality Criteria, DSB-89 and BCS/ Building Component. : .. ' 6904 Parke'East BW. ' Sa/efylnformation available from Truss Plate' Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 3660: Job Truss Truss Type r Qty Ply LOT 123 PH3 T24956447 2748396.. B12S. :. Hip... Job Reference o tional isuuaers rtrsibource friar t ny, r-Lf, . riani kny, rL - JJoor, o.YJV J JIJI I ID:vKfJv3_Bz5BErer9wCkll gzTSeJ=XTuZhlN1.JHU5olGGG1 HmivR6Vldpzwr305umO6ygY9P 1=4.0 5-11-1 8.8-0 : 13-10.0 19=8-0 24-10-0 31-5-12 1-4-0 5-11-1 2-8=15 5-2-0 5-10-0 5.2-0 6-7-12 7-2-4 Sc = ale 1:69.7 5x6 = 4x6 = 5x8 = 6.00' 12" . 5 26 627 28 . 7. . f. 3x6. i . 5x6 -5:- 25 4. 3: 24 1.5xB STP 17. m 1.. 2 6x8 d .. ... ... --. 11 14 13 12 .. o : 10 3.00 12 ' 2x4 II 5x8 = 4x6 7 2x4 II 3x6 = 5x8 8-8-0 13-1%0 19=8-0 24-10-0 31-5.12 38-8-0' " 8-8.0 5-2-0 5.10-0 5-2-0 6-7-12 7-2-4 Plate Offsets (X Y)--[2'0-2-7 Edge] [3:0-3-0 0-3-01{5:0-3-0 0-2-0]' [7!0-6-0' 0-2-8] [9:0-2-12 0-1-8] [15:0=6-120-4-4]• {17:0-4-0'Edge] " LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) :I/dell Ud PLATES. GRIP TOLL ' 20.0' Plate Grip DOL' 1.25 TC . ' . 0.96 .. Vert(LL) . : - 0.62:16-17 >754 240 :' .. MT20 244/.190: TCDL 1.0: Lumber DOL 1.25 BC 0.93 Vert(CT) -0.75 16-17 >621 180 . BCLL 0.0..` Rep Stress Incr YES WB 0.80 Horz(CT) ' 0.42 9 n/a n/a BCDL- 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 211 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4SP No.2 'Except' BOT CHORD' Rigid ceiling directly applied. Except: 2-17: 2x4 SP No.1, 6-13: 2x4 SP N6.3 " " 10r0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt: 4-16 WEDGE Left: 2x4 SP No.3 REACTIONS.: (size) 9=Mechanical; 2=0-8-0 Max Horz 2=307(LC.11) Max Uplift'9=-802.(LC 12), 2=-920(LG12) Max Grav 9=1433(LC 1), 2=1507(LC"1) FORCES.. (lb) :- Max. Comp./Max. Ten. - All forces'250 (lb) or less except when shown. TOP CHORD ..2-3=-4718/2934, 3-4=74530%2819;.4-5=-2942/1893, 5-6= 2607/1793, 6-7=-2921/1980, 7-8=-2152/1458, 8-9= 2733/1714 ... . BOTCHORD 2-17=-2579/4326; 16-17=-2290/3994,-1.5-16=-1534/2944, 10-12=-1413/2400, 9-10=-1413/2400 ' - WEBS 4-17=-572/1171, 4-16= 1645/1069, 5-16=-516/990, 6-16=-582/286, 12-15=-986/1980;. 7=15= 842/1522, 7-12=458/25616-12= 718/548, 840=0/293 NOTES- 1) Unbalanced roof live loads Have been considered for this design. 2) Wind: ASCE7-16; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat: II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13=10-0, Exterior(211) 13-10-0 to' 19-5-14, Interior(1) 19-5-14 to 24-10-0, Exterior(2R) 24=10-0 to 30-5-14, Interior(1) 30-5-14 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. and 3) Building / Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss domponent. 4) Provide adequate:drainage to prevent; water podding. ` 5) This truss has been designed for a 10.0. psf. bottom chord live load nonconcurrent with any other live loads., ' 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in.all areas where a.re'ctangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. " 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoi tt(s).2 considers parallel. to.grain value using ANSI[TPI 1 angle to grain formula: Building. designer should verify capacity of bearing. surface. Joaquin Vela PE No.68182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb' uplift'at Joint(s) except Qt=lb) MiTek USA, Inc. FL Ceit 6634 .... 9=802; 2=920: 6904 Parke East Blvd. Tampa 10) This truss design requires that a'minimum of 7/16": structural:wood sheathing be applied directly' to the top chord and 1/2":gypsum _ ... sheetrock be applied directly to the bottom chord: i4ugust 7,2021 © WARNING - Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.: . Design valid for use only with, MiTek® connectors. This design Is based only upon parameters shown, and'is fog an individual building component, not : •�, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or.chord members only: Additional temporary andpermanent bracing , MITek" prevent Is always, required for stability and to prevent collapse with possible personal Injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see . ANS11TPll Quality Criteria, DSB-89 and SCSI Building Component.. 6904 Parke East Blvd. Safety Information available from Truss' Plate'Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 .. .: Tampa, FC 36610: - Job Truss Truss Type Oty Pty LOT 123 PH3 T24956448 2748396 B13S . :. Hip 1 1' " Job Reference (optional) . uuuaers rlrstaource triant i,ny, rr_t, . ruin ulty, rL - a000r, . ID:vKfJv3_8z5BErer9wCk11 gzTSeJ-?gSyueNf4acyQSrSgko?F6zllizliNvCFIdJwYygY90 1-4=0 5-11-1 8=8-0 15-10-0 19-8-0 22-10-0 30-5-12 38-8-0 5-11-1 2-8-15 7-2.0 3-10-0 3-2-0 7-7-12 8-2-4 ' Scale='1:69.9 . Sx6 — 5 4x6 = ... xg =. 6.00 FIT 5 26 ... 6 27 7' .. 3x6 i 25 28 5x8 5x6 i 4 8 m dh , 3 ob 29 24 1.5x8 STP= 15 0 17. 16 — o II 7x10 — 9 �.IN �iI 1 2 6x8 — . 3x8 =!�� Iv ff o . 13 14 1211. 10 .5x8 3.00 12 2x4 I Sx8 =: 3x6 =..' 2x4 'II 3x6. 8-8-0 15-10-0. 19-8-0 22=10-0 30-5-12 38-8-0 8-8-0 7-2-0 3-10-0 7-7-12 8-2-4 Plate Offsets (XY)- [2:0-2-7 Edge] [3:0-3-0 0-3-0] [5:0-3-8 0-2-4]' [7i0-5-80-2-4] [8:0-4-0 0-3-0]' [9:0-2-12 0=1-8], [15:0-6-4,0-4-8], [17:0-4=0,Edge] LOADING (pso SPACING- 2-0=0 ' CSI. DEFL. in (lac) 1/deft Ud 'PLATES GRIP TCLL ' 20:0- Plate Grip DOL 1.25 TC. : 0.96 :. Vert(LL) - 0.62-16-17 >752 240 MT20 .244/190. TCDL 7.0: Lumber DOL 1.25 BC . 0.92 Vert(CT) -0.79 16-17 >585 180 . .. BCLL .. .0.0..* .- Rep Stress lncr., YES WB 0.81 :. Horz(CT) p.42.. 9 n/a n/a . BCD.L: 10.0 Code. FBC2020/TP12014., Matrix -AS INeight:.218 lb = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. ..Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 *Except*. BOT CHORD Rigid ceiling directly applied: Except: 2-17;15-17: 2x4 SP No. 1, 6-13:2x4 SP No.3,. 10-0: 0 oc bracing: 13-15 WEBS 2x4 SP No.3' WEBS 1 Row at mfdpt: 4-16, 7-12, 8-12: WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical . Max Horz 2=.348(LC,11) Max Uplif '2=-920,(LC 12), 9= 802(LC 12) . Max Grav2=1507(LC 1), 9=1433(LC;1) FORCES.. (lb)'- Max: Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD ..2-3=-4713/2911, 3-4=:4572/2851;.4-5=-2626/1708,.5-6=-2289/1651, 6-7=-2411/1701, .. 7-8=-200.5/1391, 8.-9=-2681/1680 .... BOT CHORD 2-17=-2556/4370, 16-17=-2343/4096, •1,5-16=-1194/2425, 10-12=-1367/2343; 9-10— 1366l2347' WEBS 4-17= 532/1188, 4-16=-1985/1287, 5-16=-386/806,.6-16=-395/171, 12-15=-1020/2135,' 7.15=-841/1628, 7-12=-918/461, 8-12=-830/619, 8-.10=0/341: NOTES- :1) Unbalanced roof live (dads tia4e been considered for this design. 2) Wind: ASCE7-16; VUlt=160mph"(3-second gust) .Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25fti B=45ft; L=40ft; save=5ft; Cat. - II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E): 1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15=10-0, Exterior(2R) " 15-10-0 to 21-5-14, Interior(1) 21-5-14 to 22-10-0, Exterior(2R) 22=10-0 to 28-5-14, Interior(1) 28-5-14 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOLL .60 plate'grip DOL=1.60.. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate:drainage to prevent water ponding. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. ' 6) * This truss has been designed for a live load oU20.0psf on the bottom chord in.all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. " 7) Refer to girder(s) for truss to truss connections. . B) Bearing at.joint(s) 2 considers parallel to.grain value using ANS1/TPI 1 angle to grain formula. -Building, designer should verify . . capacity of bearing surface. p Joaquin Velei.PE No.68182 9) Provide mechanical connection (by others) of: truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ' MiTek USA,)ne, FL'Cert 66U 2=920; 9=802: .. 690, Par a East Blvd. Tampa - 10) This truss design requires that:a:minimum of 7/16":structural wood sheathing be applied directly to the top chord and 1/2":gypsum Date: sheetrock be applied directly to the bottom chord. U9USt 7,2021 . Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with MiTek® connectors. This design is based onfy' upon parameters shown, andis for an Individual building component, not a �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall . building design. Bracing indicated is to prevent buckling of individual truss web and/orchord members only: Additional temporary and permanent bra cing MOW is always. required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the .:: .... .' .: fabdcation, storage; delivery, erection and bracing: of trusses and truss systems, see. : ANSIITP11 Quality Criteria, DSB-69 and BCS/ Building Component. 6904 Parke'East Blvd, Safety Information available from Truss Plate, lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FIL 36610: Job Truss Truss Type Qty Ply LOT 123 PH3 . T24956449 2748396 B14 Hip 1 1' ... Job Reference (optional)' duuaers mrsisource triant terry, VI-), riani L111y, M - aaoor, .. o.you b owl ­ 9 oyc ID:vKfJv3_8z5BErer9wCkll gzTSeJ-Ts7K5' Olrukpl bQfNSKEnKWTQ61KRogMUPNtS?ygY9 N �1'-4'-0 5-11-1 ' 8-B-0' 13-1-11 17-10-0 20-10-0 25.6-5 : " 30-0.0 32-8.15 38-8-0 AO-0=Q 1-4-0 5.11-1 2-8-15 4-5-11 4-8-5 3.0-0 4;8-5 4-5-11 :2-8.15 5-11-1 1 Scale' '1:71.5. 5)6' 5x8 =. 6.00 12 6 7 . . 5x6 i 5x6. 5. 25 B 26 : 5x6 i 5x6 .. m 4 .2x4 2x4 3 10 24 27 1.5x8 STP= 17 16 15 14 13 1 2 7x10 = .3x4 = 7x10 o 1 0 .. .. .. 4x6 = 3x8 = 5x8 3.00 12 5x8 . . 8-8-0 17-10.0 20-1%0 30-0-0 38-B-0 8-8-0 9-2-0 3-0-0 9-2-0 8-8.0 Plate Offsets (XY)--' [2:0-2-7 Edge] [4:0 3 0 0-3-01{6:0-3-0 0-2-0] [7:0 6 0 0 2 8] [9:0-3-0 0-3-0] [11:0 2-7,Edpe], [13:0-5-4,Edgel, [17:0-5=4,Edge] LOADING (psq SPACING- 2-0=0 CSI. DEFL. in (loc) ' 1/clef] Ud PLATES GRIP TCLL 20:0 .. Plate Grip DOL" :1.25 TC ' : 0.93 :. Vert(LL) .0.78:13-14 >596 240 : -- :. MT20 . 244/.190 TCDL 7.0: .. Lumber DOL 1.25 BC 0.99 . Vert(CT)-.1.1.413-14 >408 180. BCLL 0.0 Rep Stress ]nor . , ' YES W B 0.90 .. Horz(CT) 0.61 , 11 n/a n/a BCD.L: 10.0 Code FBC2020/TP12014:,• Matrix -AS Weight:.214lb FT=20%: LUMBER- BRACING- TOP CHORD 2x4 SP No:2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 *Except*. BOT CHORD :' Rigid ceiling directly applied: 2-17,11713: 2x4 SP No.1 WEBS 2x4 SP No.3 .. . WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 " REACTIONS.-: (size) 2=0-8-0, 11=0-8-0 d. Max Horz 2=-395(LC 10) Max Uplift '2=-920,(CG 12), 11=-920(LC 12). Max Grav 2=1503(LC 1), 11=1503(LC,1) FORCES.. (lb) :- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD ..2-3=4723/2777, 3-4=7454012624;.4-5=-4575/2749, 5-6=-2277/1510, 6-7=-1995/1423, " 7-8=-2275/1511, 8-9=-4579/2790, 9-10=-4533/2649, 10-11= 4726/2810 BOTCHORD 2-17=-2361/4461, 15-17=-1318/2716, 14-15=-809/1992, 13-14=-1364/2677i t i -13= 2423/4266 WEBS 4-17=-256/263, 5-17=•1064/2102;'5-15=-1057/772,.6-15=-469/798, 7-15= 242/250, _' . 7-14=469/815, 8-14=-994/779,'3 13=-1094/1980, 9-13= 251/265 NOTES- .... .' ... 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011i; eave=5ft; Cat,. 11; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -14-0 to 2-8-0, Interior(1) 2-8-0 to 17=10-0, Exterior(2E) 17-10-0 to-26-10-0, Extedor(2R) 20=ib-o to 26-5-14, Interior(1) 26.5-14'to 40-0-I.0 zone;C-C for members and forces & MWFRS for " reactions shown; LumberDOL=1:.60 plate grip DOL=1.60-- . :. " ' .3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss domporlent. 4) Provide adequate: drainage to prevent water poncling. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for alive load of:20.Opsf on the bottom chord in.all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.. 7) Bearing at joint(s) 2,:11.considers parallel to grain value Using ANSI/TPI 1 angle to grain forrh6la. Building designer.shbuld verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of: Withstanding 100.1b uplift.at joint(s) except at=lb): Joaquin Velez PENo.68182 2=926' 11=920-' . MiTek USA, Inc. FL Cert 6634 9) This truss design requires that a minimum of 7/16".structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke E mpa FL 33610 East Blvd. Ta sheetrock be applied directly to the bottom chord.:: . Date: _. August. 7 ,2021 . 0 WARNING - Verity design'parametels and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE::: • Design valid for use only wlfh MiTek® connectors. This design is based only upon parameters shown, andas for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary andpermanentbracing , .... MOW Is always. required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral.guild ance regarding the fabrication, storage, delivery, erection and bracing of, trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component, 6904 Parke East Blvd. Saletylntormation available from Truss. Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 ' .. .. Tampa, FL' 366t0: Job Truss p Truss Type Oty Ply LOT 123 PH3 T24956450 2748396 C1' :. Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-. 3.3567, 8.430 s Jun 2 2021 MITek Industries, Inc.: Fri Aug 6 14:21:11 2021 Page: 1 ID:20VOZHIn97x9G5M9NmJaIQi3Stx-y2ZiJ KPwcCsgfl?rx9rTKX3nm W t7AT6Vi36Q? RygY9M 140 0114 1-4-0. 0-11-4 �. Sc ale 3 2 x8 STP . Qo o Zy 1 Qo. 3x4 0114 0-11-4 1.' Plate Offsets (X Y)-- [2.0-0-4 Edge] LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) :I/deft Ud PLATES: GRIP TCLL 20.0 Plate Grip DOL 1.25 TC. : 0.32 . Vert(LL) . 0.00:. 5 >699 240 . MT20 '244/190 TCDL 7.0 .. Lumber DOL .. 1.25 BC . 0.06 Vert(CT) 0.00 5 >999 180, BCLL :. : 0.0. ` .. Rep Stress Incr .. YES W8 0,00 .. Horz(CT) 0.00.. 4 n/a n/a BCDL 10.0 Code. FBC2020/TP12014.; Matrix -MP Weight:,5;lb FT=20%. LUMBER- BRACING - TOP CHORb' '2x4 SP No.2 TOP CHORD .:Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD.2x4 SP No.2r BOT CHORD Rigid ceiling directly applied -or 10-0-0 oc bracing.. . REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mebh'anical Max Horz 2=91(LC,12) Max.Uplift 3=-3(LC 1),2=-227(LC 12)','4=-15(CC 1) — ' Max Grav 3=23(LC 12); 2=158(LC 1), 4=51(LC 12) . FORGES: (lb) -Max. Comp:/Max. Teri. - All forces 250 (lb) or less except When shown. NOTES- 1) Wind: ASIDE'7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C'for members and'forces:& MWFRS for reactions. shown; Lumber DOL=1.60 plate grip.D:OL=1.60 :. 2) Building Designer / Project engineer responsible for.verifyiirlg applied roof live load. shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf, bottom chord live load nonconcurrent with any otherlive loads. " 4) ' This truss has been designed for a live load of:20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit.between.the bottom chord and any other Inembers. .. 5) Refer to girder(s) for. truss to truss connections. . 6) Provide mechanical connection (b;y others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=227. • Joaquin Velez PE N6.68162 ' MiTek USA, Inc: FL Deft 6634 ... 6904 Par.eEast Blvd. Tampa FL ....33610. Date:: . August 7,2021... & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.: . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, anvils foran Individual building component, not �• a truss system. Before use, the building designer must verify the applicability, of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or,chord members only: Additional temporary and permanent bracing " .. MITek• prevent .... is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see . : ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke"East Blvd: ' Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. .. Tampa, FL 36610: Job s Truss Truss Type Qty Ply LOT 123 PH3 . , T24956451 2748396 . C1P :. JACK -OPEN 4 1' " Jab Reference (optional) - . tlUuaers rirslbOurce trlarl idly, rL),: rmnt Ulty, rL-ooaw, .. .. .,.�.... ....,. «.,�. ......... ................ ..._.- ...._ _...-.-.___-.. - - .. ID:oHYiRCdpci quXgUg6?iPJRzdjtT-CQF74WfQY.NV_XHva1 VtMislbyWwDOvwMfxjszXtygY9L -'1.4-0 : 0-11-4 1-4-0: .. 0 11-4 Scale 1:7.6: 3 6.00..12 . ...... v. . . .. .. .. .. .. .. o , .. .. .. O' 4 ....'.' . 1. so 3x4 .. 0-11-4 _ 0.11-4 Plate Offsets (XY)-- ' [2.0-0-4 Edgel LOADING (psf) SPACING- 2 0=0 CS]. DEFL. in (loc) 1/dell Ud PLATES. GRIP TCLL 20.0 :. Plate dripDOL:1.25 TC.':'0.32:. Vert(LL). :'0.00:. 5 >999 240:" :. MT20 244/190 :. TCDL 7.0 Lumber DOL 1.25 BC . 0.06- Vert(CT) 0.00 5 >999 180 . BCLL .. . 0.0_` .. Rep Stress Incr .. YES WB 0,00 : Horz(CT) 0.00.. 4 n/a n/a BCDL: 10.0 Code. FBC2020/TP12014.:. „ Matrix -MP ...Weight:,5:lb FT=20%.. LUMBER- .. . BRACING - TOP CHORD 2x4 SP No.2 TOP cHORD. .:Structural wood sheathing directly applied or 0-11-4' oc purlins. BOT CHORD' .2x4 SP No.2 BOT CHORD : ' Rigid ceiling directly.applied or 10-0-0 oc bracing.' . REACTIONS. (size)- 3=Me6hanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC_ 12) . • Max Uplift 3=-6(LC 9),2=-246(LC 12), 4_-23(LC 17). Max'Grav 3=17(LC 12), 2=158(LC1), 4=37(LC 12) :: FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except When shown, NOTES- .. . 1) Wind: ASIDE 7-16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=4ft; Cat: II; Exp C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MW FRS for. reactions shown; Lumber DOL=1:60 plate grip DOL=1..60 2) Building Designer / Project engineer responsible fo.r.verlfying applied roof live load, shown covers rain loading requirements, specific to the use of this truss component. 3) This truss has been designed fora 10..0 pst bottom chord live load nonconcurrent with any otherlive loads. 4) - This truss has been designed for a live.load of:20.Opsf on the bottom chord in_all areas where a: rectangle 3-6-0 tall by 2-0-0 wide will fit. between:the'bottom chord and any other members. 5) Refer to girder(s) for, truss to truss connections. . . 6) Provide mechanical connection (by others) of truss:to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except Qt=lb) 2=246. ...... .: Joaquin Veltaz,PE No.68182 MiTek USA, Inc: FL Deft 6634 ke .6904 Par East v . TarnpaTIL_P610' Date:: August 7,2021 ' WARNING - Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE.: . Q Design valid for use only. with MiTek® connectors. This design is based only upon parameters showri, and is for an Individual building component, not '• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is io buckling of individual truss web and/or,chord members only: Additional temporary and permanent bracing MITek' prevent is always, required for stability and to prevent collapse with possible personal injury and property damage. For gene,ral_guidance regarding the fabrication, storage;"delivery, erection and bracing, of trusses and truss systems, see . ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke'Easi Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. . . ' . ' . Tampa, FC 36610: Job Truss Truss Type � Oty ; - , Ply LOT 123 PH3 . � T249564 52 2748396 Cls :. JACK -OPEN Job Reference (optional) s d1 tsuuaers mrsibource trlani ary, ry, riani L111y, rt - wool, .. .. —9. . « � ?., . �� ��� , �� �.., .. _UV Y.�,. � „ ,U. , ID:mMgpKnMOsfOZioRmROHYCzM1NV0-OF74WfOYNV_XHva1 VtMislbl MwD4vwMfxjszXtygY9L 0 11 4 J . - 0-11-4 Scale 1:6.9 ' 6.00 12 .. 2 _.. . ... 1 .. d .,. ' .. N. .. .3 : .. .' " 2k4 0 11 4 0_11_4 .. .. .- Plate Offsets (XY)-- [1:0-0-0 0-0-4] ' LOADING (psf) SPACING- 2-0=O CSI. DEFL. in (loc) ' :I/defl Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC. 0.01 -. Vert(LL) . :-0.00:. 6 >999 240 MT20 244/190 . TCDL 1.0 Lumber DOL 1.25 BC . 0.02 Vert(CT) 0.00 6 >999 130 BCLL :. 0.0. •' Rep Stress Incr .. YES W B 0.00 .. Horz(CT)-0..00:. 2 n/a n/a BCDL: 10.0 ;Code, FBC2020/TPI2014. , Matrix -MP 1Neight ,3;1b FT = 20'/0' LUMBER- ". BRACING - TOP .. TOP CHORD 2x4 SP No.2 TOP CHORD. .:Structural wood sheathing directly .. applied or 0-11.4 oc purlins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.'. . REACTIONS. (size). -1=Mechanical, 2=Mechanical; 3--Mechanical Max Horz 1=29(LC.12) Max.Uplift'1=-11(LC'12), 2=720(LC 12), 3=-8(LC 12). Max Grav 1=35(LC iZ), 2=22(LC.17), 3=17(LC 17) FORCES. (lb) - Max. Comp:/Max. Ten. -'All forces 250 (lb) or less except when shown. " NOTES 1) Wind: ASCE 7-i6;.Vult=160mph (3=second gust),Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat; II; Exp C; EncI.,.GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip.D.OL=1.60: . 2) Building Designer/ Project engineer responsible for. Verifying applied roof live load. shown covers rain loading requirements Specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf, bottom chord live load nonconcurrent with any other,live loads. 4) ' This truss has been designed for a live load of:20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit.between:the bottom chord and any other members. . 5) Refer to girder(s) for. truss to truss connections. . . 6) Provide mechanical connection (by others) of truss: to bearing plate capable of withstanding 100 lb uplift at joints) 1, 2,:3: . Joaquin Wilk ;PE No.66192 , Mt ek USA, lnc; FL Gait 6634 ast Blvd. Ta 6904 Parke E mpa FL 33610 .. ... August 7,2021 . WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.. . Design valid for use only with Wake connectors. This desidri Is basbd only upon parameters shown, and is foi an individual building component, not : �• • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or, chord members only: Additional temporary and permanent bracing " MOW ' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracipg: of trusses and truss systems-, see : ANSIITP11 Quality Criteria, DSB-99 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 123 PH3 T24956453 2748396 C1 V Jack -Open Truss 4 1 Job Reference (optional) Builders FirstSource (h'Iant silty, rl_), . Nlant L:Ry, FL - 33bt>1, 0.40U s .fun Z eye I rvu i ere Hiuusmns, 111U. ni r yv U i y.c i. i u cUc i rayrz i I D:20VEQZH I n97x9 G5 M9N mJ aI Qz3Stx-uRh Sk70A8p60 u39 D3atxP y87GJZbe N coANbX3KygY9 K 1 4_p 0=11 4 . . 1-4.0 0 11-4 . . ... S tale 1:7.6 6.00 F12. ..: 2. O o. ... . xBSTP— m to:... ;.. .. X ° 3.D02 3x4 -. . I Plate Offsets (X Y)-- [2:0-0-15 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft. Ud PLATES. GRIP TCLL 20:0 :. Plate Grip DOL 1.25 TC : 0.32 :. Vert(LL) ':' 0.00:. 7 >999 240 " MT20 244/190 TCDL 7.0: .. Lumber DOL ' f.25 BC . 6.06 Vert(CT) 0.00 - 7 >999 "180 . BCLL 0.0_ .` Rep Stress Incr YES WB 0.00.. Horz (CT) 0.00.. 2 n/a n/a BCDL: 10.0 Code, FBC2020lfP12014, ' Matrix -MP Weight:.5.lb FT = 20% . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. .:Structural wood sheathing directly applied or 0-114 oc puffins. BOT CHORD' .2x4 'SP No.2 . .' . :' BOT CHORD Rigid ceiling directly applied or oc bracing. REACTIONS. (size): 3=M.echahical, 2=0-8-0, 4=Mechanical Max Horz 2=91(LC,12) Max.Uplift 3=-4(LC 9), 2=-211(LC 12); 4=-14(LC 1) ' Max Grav 3=18(LC 12); 2m158(LC 1), 4=41(LC 12) .. FORCES. (lb) = Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - Wind: ASCE 7716; Vult=160mph (3-second gust):Vasd=124mph; TCDL-4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; EncI.,.GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-Cfor members and -forces.& MWFRS for reactions: shown; Lumber DOL=1.60 plate grip.DOL=1.60 :. " 2) Building Designer / Project engineer responsible for verifying applied roof live load. shown covers rain loading requirements, specific to the use of this truss component. 3) This truss has been designed fora 10..0 psf bottom chord'live load nonconcurrent with any other. live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit.between.the bottom chord and any other members. 5) Refer to girder(s) for. truss to truss connections. " " " .. .. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain 'formdla. _Building designer:sho6ld verify capacity of bearing surface.. 7 Provide mechanical connection (by others of truss to bearing late capable. of:withstanding 100 lb uplift at joints 3, 4 except t—Ib 2=211:.. . a . Joaquin Velei:PE No.661$2 - MITek USA, lnc, FL Gert 6634 690.4 Parke East Blvd. a Date:: . August 7 2021 .. 9. . - Verify r n READ NOTES N THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. WARNING e ty design parameters to s and A N O U C ' Design valid for use only with MiTek® connectors. This design; is based only upon parameters shown, and�is tor�an individual building component, not D �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or,chord members only: Additional temporary and permanent bracing �/� T IVI� lQi'k• is always, required for stability and to prevent collapse with possible personal injury and property damage. For genera guidance regarding the ... , :: ... .:: fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see . ANS//TPI1 Quality Criteria, DSB-o9 and BCSI Building Component. 6904 ParW East Blvd: Safety Information available from TrussPlateInstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. .. Tampa, FL ,36610, Job Truss Truss Type oty Ply LOT 123 PR3 ' T24956454 2748396 C3 Jack -Open.. Job Reference (optional): Plate Offsets (X Y)-- 12.0-1-4 0-0-21 " LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL. in (loc) ' 'I/deft Ud PLATES. GRIP TCLL 20.0' Plate Grip DOL 1.25 TC. 0.32 :. Vert LL ( ) . : -0.01 4-7 >999 240 . MT20 244/190: TCDL 7.0: .. Lumber DOL ..' 1.25 80 . 0.13' Vert(CT) . -0.01 4-7 >999 180. BCLL _ 0.0.. Rep Stress Incr YES WB 0.00 Horz(CT) -0.00: 3 n/a n/a BCDL; 10.0 Code FBC2020/TP12014 _ Matrix -MP Weight:.12 1b FT = 20'/0.. LUMBER- BRACING - TOP CHORD- 2x4 SP No.2 TOP CHORD- Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD .2x4 SP No.2 BOT CHORD7 Rigid ceiling directly applied or 10-0-0 oc bracing.. . REACTIONS. (size): 3=Mechanical, 2=0-8-0, 4=Mechanical. . Max Horz 2=152(LC 12) Max Uplift-3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17);'2=195(LC' 1), 4=49(LC 3) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown, NOTES- 1) Wind: ASIDE 7-16;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl.,,GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C'for members and forces:& MWFRS for reactions. shown; Lumber DOL=1.60 plate grip.D.01_=].60 `. 2 BuildingDesigner / Project engineer responsible for verifying applied roof live load. shown covers rain loading requirements, specific 9 1 9 P 9 PP to the use of this truss component. 3) This truss has been designed fora 10.0 psf. bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of:20.0psf on the bottom chord in all areas where a:rectangle 3-6-0 tall by 2-0-0 wide . . will fit.between.the bottom chord and any other'members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss.to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) " 2=183. a Joaquin Velez PE No.661$2 . . . . . MiTek USA, Ind. FL Cert 6634 . .... .6904 East Blvd. a FL 33610 ar.e m a... Date: ..August 7,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.:. ' Design valid for use only with MiTek® connectors. This design, is based, only upon parameters shown, and is for in individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing /� MITW is always required for stability and to prevent collapse with possible personal injury and property damage. For gonera(guidonce regarding the fabrication., storage; delivery, erection and bracing: of trusses and truss systems, see . : ANSIITP11 Duality Criteria, DSB49and SCSI Building Component. 6904 Parke'East Blvd: ' Safety Information available from Truss Plate'lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 a Tampa, FL 36610: Job Truss Truss Type Qfy Ply LOT 123 PH3 T24956455 2748396 C3P JACK -OPEN 4 1 Job Reference (optional):: t3utiaers rlrsibource (clam tiny, t-L), . viant Lily, I- - 03bb/, 0.43U 5 Jul! a 4V4 r wu i en a iuusmes, u'U. ni muy o w.c r. rn cvc r raya i 1D:oHY.i RCdpci quXgUg6?'i PJ RzdjtT-MdEncLRov7EFW DjQcIOAyAhIOjsONgryOtL4bmygY9J 140 2114 Scale = 1:12.7 i 2-11.4 .2-11-4 Plate Offsets (X Y)-- 12:0-0-4 0-0-0] LOADING (psf) SPACING- 2-0=O CSI. DEFL. in (loc) 1ldefl Ud PLATES GRIP TCLL ' 20:0 Plate Grip DOL 1.25 TIC. ": 0.32 :. Vert(ILL) ". 0.02. 4-7 >999 240: MTN 244/190 . TCDL 7.0:.. Lumber DOL .. 1.25 BC . 0.24 Vert(CT) 0.02 4-7 >999 180 . BCLL 0.0..* Rep Stress Inor YES WB 0.00" Horz(CT) -0.00 3 n/a We BCDL. 10.0 Code. FBC2020/TP12014, . - : " Matrix -MP Weight:.12 lb FT = 20%. . . LUMBER- BRACING- TOP CHORD 2x4 SP No.2 a TOP CHORD .:Structural wood sheathing directly applied or 2-11-4oc purlins. BOT CHORD .2x4 SIP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.- REACTIONS. (size) 3=Me6hanical, 2=0-4-0, 4=Me6hanical :; Max Horz 2=152(LC 12) • Max:Uplift 3=-73(LC'12), 2=7245(LC 12); 4=-45(LC 9) " Max Grav 3=62(LC 17); 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Max. Comp:/Max. Ter. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE7-16;.Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=oft; Cat: ' 11; Exp"C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for. reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component'. 3) This truss has been designed fora 10.0 psf bottom chord'live load nonconcurrent with any other. live loads. 4) ' This truss has been designed for a live load of:20.Opsf on the bottom chord in all areas where a: rectangle 3-6-0 tall by 2-0-0 wide ... will fit'between ahe bottom chord and any other members. .5) Refer to girder(s) for. truss to truss connections. 6) Provide mechanical connection (by others) of truss:to {fearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=245. .... •qs Joaquin Velez PE No..66762 MiTek USA,.]no'. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 . ate: - August 7,2021 " A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE.: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and'is foi an individual building component, not _ �• • a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall . building design. Bracing indicated is to prevent buckling of individual truss web and/or, chord members only: Additional temporary and permanent bracing "" MiTek*. is always, required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing, of trusses and truss systems; see. ANSIITP11 Duality Criteria, DSB-99 and BCSI Building Component - 6904 Parke East Blvd. - Safety Information available from Truss Plate, lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610: --------------------------------------------- Job Truss Truss Type Qty Ply LOT 123 PH3 . T24956456 2748396 C3S JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ' 8.430 s Jun 2 2021 MiTek Industries, Inc.: Fri Aug 6 14:21:15 2021 Page 1 . ID:mMgl pknMQsfOZioRmROHYCzMWVQ-gppD9hSQgQM58NIcA?vPUNbWy7BO6H55dg4e8CygY91 2-t1-4 2-11-4 Scale: 1"=1' . 2. _ 2x4'= 2-11-4 3 Plate Offsets (X Y)-- 11:Edge 0-0-4] LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (roc) I/defl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL :1.25 TIC : 0.18 :. Vert(LL) . 0.01:. 3-6 >999 240 : MT20 244/190 .. TCDL 7.0 Lumber DOL .. 1.25 BC . 0.19 Vert(CT) -0.01 3-6 >999 180. ' BCLL . 0.0. ` Rep Stress Incr YES WB 0100.. Horz(CT) -0.00. 2 n/a n/a BCDL 10.0 Code_ FBC2020/TPI2014. "; Matrix -MP Weight:.9:lb FT = 20% LUMBER- BRACING - TOP CHORD' 2x4 SP No.2 TOP CHORD. :Structural wood sheathing directly applied or2-11-4'oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size): 1=M.ebhanical, 2=Mechanical; 3=Mechanical Max Horz 1=89(LC,12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 1.7), 2=78(LC 17), 3=51(LC 3) FORCES: (lb) - Max. Comp;/Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat; 11; Exp-C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;&C for members and forces & MWFRS for reactions " shown; Lumber DOL=1.60 plate grip D.OL=1.60' . 2) Building Designer/ Project engineer responsible fo,r.verifong applied roof live load, shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of:20.Opsf on the bottom chord imall areas where a_rectangle 3-6-0 tall by 2-0-0 Wide will fit between.the bottom chord and any othermembers. 5) Refer to girder(s) for. truss to truss connections. 6) Provide mechanical Connection (by others) of truss:to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3: Joaquin Wei PE N6.661$2 MI ek USA,1nc: FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 . ate:. . .. August 7,2021 . Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE-:. " Design valid for use only with. MiTek®connectors. This desrgri is based. only upon parameters shown, and:is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For genera( guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see , _ ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke'East BlW Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss Truss Type Qty Ply LOT 123 PH3 T24956457 27118396 C3V .. Jack -Open Truss Job Reference (optional):: Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Fri Aug 6 14:21:15 2021 Page 1 ib:20VQZH In97x9G5M9NmJaldz3Stx-gppD9hSQgQM58NIcA!VPUNDT17D16H55dg4e8CygY91 1-4-0 2-11-4 t-4-0 2-1.1-4 scale '=1:12.7 ::. 3 6.00 FlY o. N V 3x4 V 3x4 Plate Offsets (XY)-- [2:0-0-15 Edge]" LOADING (psf) SPACING- 2-0-,0 CSI. 'DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .1.25 TC . 0.32 :. Vert(LL) . : - 0.01: 4-7 >999 MT20 244/190: . TCDL 7.0 Lumber DOL 1.25 BC . 0.13 .240. Vert(CT) . -0.01 4-7 >999 180 .. BCLL .. 0.0..` Rep Stress Incr' . YES W B 0.00 .. Horz(CT) 0.00. 3 n/a n/a . BCDL: 10.0 Code FBC2020/TPI2014• Matrix -MP _ Weight:_12lb FT=20% LUMBER- BRACING - TOP .... TOP CHORD'.2x4 SP No.2 rTOP CHORD. Structural wood sheathing directly applied or 2-114 oc purlins. BOT CHORD' .2x4 SP No.2 BOT CHORD :' Rigid ceiling directly applied or 10-0-0 oc bracing:. .' REACTIONS. (size): 3=Mech6nical, 2=0-8-0, 4=Mechanical - Max Horz 2=152(LC 12) Max Uplift'3=-67(LC 12), 2=-174(LC 12) Max'Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) - Mai. Comp:/Max. Ten: -'All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE7-16;_Vult=160mph (3-.second gust),Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4Oft; eave=4ft; Cat: II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) zone;C-C for members and forces: & MWFRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1.60 : . 2) Building Designer / Project engineer responsible for,verifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 ps( bottom chord live load nonconcurrent with any other, live loads. 4) ` This truss has been designed for a live.load of:20.Opsf on the bottom chord in:all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between.the bottom chord and any other members. .5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using.ANSI/TPI 1 angle to grain formula.: Building designershould verify capacity of bearing surface. 7y Provide mechanical connection b others of truss to bearing late capable of withstanding 160lb uplift at'oint s 3 except t—Ib (Y .) 9P P. 9 P 1 O P il— ) 2=174:..'. ... Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cott 6634 ..6904 ParR@ East Blvd. Tampa FL 33610 .. .. ..ate:: August 7,2021 . 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 rev. 6/19/2020 BEFORE USE.:. ' Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and:is for an Individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or. chord members only: Additional temporaryand permanent bracing - MiT ek• Is always, required for stability and to prevent collapse with possible personal Injury and property damage. For genera guidance regarding the fabrication, storage, delivery, erection and bracing,of trusses and truss systems-, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke'East BI6d. Saletylnlormation available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss Truss Type Qty Ply LOT 123 PH3 T24956458 27.18396 C5 Jack -Open: 7 1 Job Reference (optional) - Builders FirstSource (F9ant tatty, I-L), Flan Uly, FL- 33bbl, ' - - ts.4Ju s Jun z zuvi MI i eK mousines, Inc. rrl Aug t5 14:z1:1 b zuzl rage 1 I D:20VQZHIn97x9G5M9NmJalQz3Stx-IONbMi T2RkUylWtoki Rel bmbxxUPrkLEsKgBgeygY9H 140 4114 1 4 0 4-11-4 . Scale'- 1:1:7.6 ' . 3 3x4 = r Plate Offsets (X Y)-- LOADING (psf) SPACING- 2-0=0 CSI. 'DEFL. in (loc) " I/deft: Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC ": 0.55 :. Vert(LL) . "0.06 4-7 >943 240 : MT20 244/190 - TCDL 7.0 Lumber DOL 1.25 BC . 6.44 Vert(CT) -0.06 4-7 >913 - 180 BCLL 0.0 -- Rep Stress Iner .. YES WB 0.00 ." Horz(CT) -0.00, 3 n/a n/a BCDL. 10.0 Code FBC2020/TP12014, .-: Matrix -AS Weight 18 lb FT = 20% . . LUMBER- BRACING - TOP CHORD" 2x4 SP No.2 TOP CHORD" . Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 " BOT CHORD Rigid ceiling directly applied: REACTIONS. (size): 3=M.echanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2= 196(LC12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown. NOTES- 1) Wind: ASCE 7-16;"Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp'C; EncI.,.GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4r0 to 2-8-0, Extedor(2R) 2-8-0.to 4-10-8 zone;C-C for members and forces & MWFRS for.reactions shown; Lumber DOL=1.60 plate:grip DOL=1.60 2) Building Designer / Project engineer responsible for.verifying applied roof live load, shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of:20.Opsf on the bottom chord in.all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit. betwee.nthe bottom chord and any other members. " 5) Refer to girder(s) for truss. to truss connections. 6) Provide mechanical connection (by others) of truss:to bearing plate capable of withstanding 16.0 lb uplift at joint(s) exaepf (jtLlb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2" gypsum _ - sheetrock be:applied directly to the bottom chord: Joaquin Velez PENo.68182 I e USA, .nc, e 690; Parke E ast Blvd Tampa FL 33610 Date: August 7,2021 ..a. .. . A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:. Design valid for use only With MiTek® connectors. This des'igri is based only upon parameters shown, andis for an individual building component, pot ..�, • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall - " building design. Bracing indicated is io prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' is alweys,required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication, storage; delivery, erection and bracing. of trusses and truss systems, see . : ANSUTP11 Duality Criteria, DSB-89and BCSI Building Component 6904 Parke'East Blvd. Saletylnformation available from Truss Plate" Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FE 36610: Job Truss Truss Type Oty Ply LOT 123 PFi3 . T24956459 27J8396 C5P Jack -Open:. 4 1 Job Reference (optional):: tiunoers rrrstbource (viant L:Ity, rL), . riant aty, rL - jjbur, .. 141 1-4-0 0.40u J dull 4 4U41 IVII I UK IIIuubillub, II IU. r 1 M 9 O 1 I. 1 O- I rcyc I ID:oHYiRCdpclquXgUg6?iPJRzdjtT-IONbM1T2RkLil[WtokiRelbmXuXNArkLEsKgBgeygY9H : 4-11-4 4-11-4 scale = 1:17.6 . ' 4114 I — 4-11-4 Plate Offsets (XY)-- 12:0-6-0 0-0-6] LOADING (psi) SPACING- 2-0=O CSI. DEFL. in (loc) :I/dell. Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC : 0.81 :. Vert(LL) .' 0.18:. 4-7 >322 240 :' :. MT20 244/190. TCDL 7.0, Lumber DOL 1.25 BC 0.84 ' Vert(CT) 0.1.7 4-7 >354 180 . .. . . . . BCLL 0.0 Rep Stress Inor .. YES WB 0,00 ,. Horz(CT) -0.01 3 n/a n/a BCDL. 10.0 Code FBC2020/TP12014.. :' Matrix -AS Weight: 181b FT = 20%' LUMBER- . BRACING - TOP CHORD 2x4 SP No.2 4TOP CHORD. Structural wood sheathing directly applied. BOT CHORD-.2x4 SP No.2 BOT CHORD :' Rigid ceiling directly applied: . '. . .' REACTIONS. (size), 3=Mechanical, 2=0-4-0, 4=Mechanical. Max Hors 2=214(LC 12) Max.UplifY3=-145(l:C 12), 2— 300(LC12), 4=-81(CC 12) Max Grav 3=120(LC 1:7),-2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. sw NOTES- 1) Wind: ASCE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat: 11; Exp C; Encl-,.GCpi=O.18; MWFRS (directional) and C-C Comer(3) -1-4 0 to 2-8-0, Extedor(2R) 2-8-0.to 4-10-8 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60.plate grip DOL=1.60 2) Building Designer / Project engineer responsible for.verifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other,live loads. 4) " This truss has been designed fora live -load of:20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom chord and any other members. .5) Refer to girders) for, truss to truss connections.' 6) Provide mechanical connection (by others) of truss: to bearing plate capable of withstanding 10.0 Ib uplift at joints) 4 except Qt=lb) 3=145, 2=300. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the. top chord and 1/2" gypsum sheetrock be:applied directly to the bottom chord. Joaquin Velez PE No.68182 MITek USA, Inc: FL Cert 6834 East Blvd. Tampa pate': August , - A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and:is for an individual building component, not �• , a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/orchord members only: Additional temporary and permanent bracing - MiTek' is always. required fgrstability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the , 'East fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see. : ANSI/TP/t Quality Criteria, DSB-69 and BCSI Building Component. 6904 Parke:' Bldd. ' SateWintormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 123 PH3 T24956460 2718396 C5S JACK -OPEN 1 1 ' Job Reference (optional) tsmlaers mrsisource t•rlam any, I-L), riani uny, t-L- aaabr, , 1 3x4 = 0.4U 5 JUn L eUL I IVII I BK InUUStrIeS, Inu. rr1 Hug o 14:4 I: I t LUG I rage 1 I D:mMgl pKnMQsfOZioRmROHYCzM W VQ-mCwzZNThC2cpNgS? IQytZollwxoyaBbO5—ZkC5ygY9G 4-11-4 4.11.4 ^ Scale—1:1.6.9 Io 1 . Plate Offsets (X Y)-- [-1:0-1-0 Edoe) LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) I/defl Ud PLATES. GRIP TCLL 20:0 :. Plate Grip DOL 1.26 TC .' : 0.60 .. Ve' t(LL) .' : 0.08:. 3-6 >749 240 : MT20 244/190. TCDL 7.0 ..' Lumber DOL . .. 1.25 BC . 0.55 Vert(CT) 0.06 3-6 >958 180 . .. BCLL 0.0 .' Rep Stress Incr .. YES W B 0.00 .. Horz(CT)-0..00: , 2 n/a n/a BCDL. 10.0 Code_ FBC2020/TP12014 Matrix -AS Weight:,16lb FT=20% LUMBER-BRACING - TOP CHORD' 2x4SP No:2 TOP CHORD. :Structural wood sheathing directly applied. BOT CHORD-,2x4 SP No.2 " BOT CHORD Rigid ceiling directly applied: REACTIONS. (size) 1=M.echanical, 2=Mechanical; 3=Mechanical Max Horz 1=151(LC 12) Max Uplift1=-63(LC 12), 2=-138(LC 12), 3=-3(LC 12) ' Max Grav 1=184(LC 1:7), 2=137(LC 17), 3=87(LC 3).. FORCES. (lb) -'Max. Comp:/Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3=second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl.,,GCpi=0.18; MWFRS (directional) and C-C Exterior(2E),0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate:grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a five load of-20.Opsf on the bottom chord in,all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit.between:the bottom chord and any other members: .5) Refer to girder(s) for. truss to truss connections. 6) Provide mechanical connection (by others) of truss: to bearing plate capable of withstanding 10.0 Ib uplift at joint(s) 1, 3 except at=lb) 2=138. 7) This truss design requires that a minimum of 7/16-structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be:applied directly to the bottom chord: Joaquin Velez PE Nd.66182 MiTek USA,;Inc: FL Cert 6634 .. .6904 at. a East Blvd. Tampa.... Date:.. .. .... August 7,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. . Design valid for use only with MiTek® connectors. This desfgri is based only upon parameters shown, and:is for an Individual building component, not�o a truss system. Before use, the building designer must verify the applicabili_ry of design parameters and propeiiy incorporate this design Into the overall - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MOW is always.required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage; delivery, erection and bracing. of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 .: Tampa, FL 36610: Job Truss Truss Type Qty Ply LOT 123 PH3 ; T24956461 27.18396 C5V Jack -Open Truss 4 Job Reference (optional) r'L-J3�0/, .. o.YJu �Juii ccucr IVII1.1�11 IUUJl11.J, ��iu.-rii nuy u iY.c i.io cuci ray. i- ID:20VQZHIn97x9G5M9NmJaldi3Stx-EOULnjUJzLkg?g1 Br7T660rwoK9AJerXJeJlkXygY9F 140 4 11=4 . 164-0 4-11-4 . . Scale - -1:1:7.6 3 J N T N co a .. Plate Offsets (X;Y)-- [2:0-0-15,Edge]' .... LOADING (psf) SPACING- 2-0=0 CSI. 'DEFL. in (loc) Udefl Ud -PLATES. GRIP TOLL 20:0 Plate Grip DOL' 1.25 TC. : 0.59 : Vert LL ( ) . 0.07:. 4-7 >853 240 :' :. MT20 244/190'. TCDL 7.0' Lumber DOL .. 1.25 BC . 0.48 Vert(CT) . -0.07 4-7 >881 180. .. BCLL 0.0. ` Rep Stress Inor' YES WB 0.00 : Horz(CT) ' -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014. ' Matrix -AS Weight 18 lb FT = 20%.. " LUMBER- BRACING- = TOP CHORD 2x4 SP No.2 p TOP CHORD. :Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 BOT CHORD= Rigid ceiling. directly applied: REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical. Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC' 12) Max Grav 3=134(LC 1.7), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.-. NOTES- 1) Wind: ASCE 7-16;.Vult=160mph (3=second gust). Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.' Il; Exp'C; Encl., .GCpi=0.18; MW FRS (directional) and C-C Corner(3)-1.4r010 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for members and.forces & MWFRS for.reactions shown; Lumber DOL=1.60 plate:grip DOL=1.60 2) Building Designer/ Project engineer responsible forverifying applied roof live load. shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10,.0 psf bottom chord live load nonconcurrent with any other. live loads. 4) ' This truss has been designed for a live.load of:20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide . will fit.between.the bottom chord and any other members. 5) Refer to girder(s) for. truss to truss connections. 6) Bearing at joint(s) 2 con§iders'parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer:should verify capacity of bearing surface: 7) Provide mechanical connection (by others) of truss to bearing plate capable of: withstanding 100 lb uplift at joints) except at=lb) 3=133; 2=189. .: 8) This truss design requires that a minimum:of 7/16" structural wood sheathing -be applied directly to the top chord and 1/2" gypsum - sheetrock be applied directly to the bottom chord. w. Joaquin Velei.PE N6.66163 MiTek USA, Inc: FL Cott 6634 6904 Parke East Blvd. Tampa FL 33.610 Date:.. . August 7,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE.. . _ I Design valid for use only with MiTek® connectors. This design Is based. only upon parameters shown, and.is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a building design. Bracing indicated is to prevent buckling of individual truss web and/or.chord members only: Additinal temporary and permanent bracing . �A is always required for stability and to prevent collapse with possible personal Injury and property damage. Forgers ral. guidance regarding the � � � � � IYI� lTek�' fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see. - ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, ' SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Jab Truss .. Truss Type Qty Ply LOT 123 PH3 T24956462 27,18396 D01' Hip Girder :. 1 1' . ... . . Job Reference (optional): Builders Firstsource (Plant Utty, FL), Plant Glty, FL- 33567, 8.430 S Jun 2 2021 Mi I ek Industries, Inc.: Frl Aug 6 14:21:20 2U21 Page:1 ID:mMg1 pKnMQsfOZioRmROHYCzMWVQ-Bnc6CPWZUz_OE88azYVaBOwEs8lonKlgnyoPpQygY9D 1-4•D 7-0-0 13=6.0 " : :20.0=0 27-0-0 28-4-0 1.4-0 7-0-0 6-6-0 : 6.6,0 7-0.0 1-4.0 Scale = 1:48.6 ' . NAILED Special, NAILED 5x8 = Special NAILED NAILED 3k6 II NAILED NAILED 5x8 — 3. 17 18 194 20 21 22 5 1.5x8 m .2.'. w 0 x8 STP 6 :6 -it .. .. `7 . e . 10 23: 24 25 9 26, 27 28 : B NAILED NAILED NAILED ,NAILED' 4x6 = 2z4 ,I I 5x8 = 2x4 I 4x6 = Special NAILED Special NAILED 6.00 12' STP = 1.5 7-0-0 13:6.0 : 20 0=0 — — — 27 0 0 7-0.0 6-6-0 : 6.6.0 . .. 7-0-0 Plate Offsets (X Y)--'[3:0-5-8,0-2-41,[5:0-5-8;0-2-41,[9:0-4-0,0-3-4]' LOADING (psf) SPACING- 2-0=0 ' CSI. DEFL. in (loc) ' :I/defl Ud 'PLATES. GRIP TCLL 20.0, : Plate Grip DOL :1.25 TC . . 0.75 : - Vert(LL) .' :' 0.35:. 9 >936 240 : MT20 .244/.190, TCDL TQ .. Lumber DOL .. 1.25 BC 0.86- Vert(CT) . -0.42 8-9 >778 BCLL 0.0 Rep Stress Incr NO W B 0.87 . - Horz(CT) 0.13.. 6 n/a We . . BCDL. 10.0 Code FBC202OfTP[2014'. :" Matrix -MS a '.Weight:123lb FT=20% LUMBER- BRACING TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD .2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing. WEBS 2x4 SP No.3 .. REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz'2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4125/2540, 3,-4=-4777/3083, 4=5= 4777/3083, 5-6=-4125/2540 BOT CHORD: 2-10=-2077/3683, 9-10=-2080/3709, 8-9=-2080/3643; 6=8=-2077/3618 WEBS 3-10=-66/726, 3-9=-879/1374, 4:6= 899/996, 5-9= 879/1374, 5-8=-66/726 NOTES. 1) Unbalanced roof live' loads have been considered for this design. 2) Wind:. ASCE 7-16; VuIt=16Omph:(3-seco9d gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;'eave=5ft; Cat... II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building. Designer / Project engineer responsible for verifying applied.roof live load shown covers rain loading requirements specific. to the use of this truss component. 4) Provide adequate drainage to prevent water ponding: 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 6) " This truss has been designed for a live load of 20.0psf on the bottom chord in all"areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit:between thebottom chord and: anyother:members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of. withstanding 100 lb uplift at joint(s) except at=ib) 2=1306, 6=1306. .8) "NAILED" indicates 3-10d (0.1.48"&') or 3-12d (0.148"x3.261 toe -nails per NDS guidlines.. 9), Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 lb down and 407 lb:up at 7-0-0, a9d'314•lb. down and 407 Ib up'at'20-0-0 on top chord, and 397 lb down and 170 lb up at:7-0-0, and 397 lb down and 170 Ib up at 19-11-4 on bottom chord. The design/selection of such connection:device(s) is the responsibility of others. 10) In the LOAD.CASE(S) section, loads applied to.the face of the truss are noted as front (F) or back (B):.. LOAD CASE(S) Standard . . 1) Dead +,Roof,Live_(balanced); Lumber Increase=1.25, Plate Increase=1,,25 Uniform Loads'(plf) Joaquin VeleiPE No.83184 Vert:1-3=-54, 3-5=-54, 5-7= 54, 1.1-14=-20 .. MiTek USA, Inc, FL Celt 6634 East Blvd Tampa . . Date: August 7,2021 'ontinued Q WARNING - Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.:. Design valid for use only, with, MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building componerit, not : _ �• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - - building design. Bracing Indicated is io prevent.buckling of individual truss web and/or.chord members only: Additional temporary and permanent bracing MITp.K• Is always. required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing, of trusses and truss systems, see. : ANSIITP11 Duality Criteria, DSB49 and BCSI Building Component. .. 6904 Parke East Blvd. ' Safety Information available from Truss'PlateInstitute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss Truss Type Ofy Ply LOT 123 PH3 - T24956462 2748396 D01 Hip Girder .. 1 1' ' Job Reference (optional)::'' . Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NIII-7473 rev. 5/19/2020 BEFORE USE.:: • Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is fog an individual building ccmponerit, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall • building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek'. is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing: of trusses and truss systems, see . ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL' 36610: Job Truss Truss Type , Qty Ply LOT 123 PH3 . T24956463 2718396 D02 Hip' Job Reference (optional) Builders I-irstbource (Plant Ulty, hL), . Plant Loony, rL - 33bb/, ts.4ou s dun z zuz t rvn t eK lnousines, Inc.. rn tAug a 14Z I:e I euz I rage 1 • ID:mMgipKnMQsfOZioRmROIiYCzMWVQ-fzAUPkXBFG7FsImmXGOpkeTSsY51WxFz?cXyLsygY9C 1 4-0 6-3-6 9-0.0 13-6.0 18.0-0 20-8.10 27-0-0 , 1-4-0 6-3.6 2-8-10 4-6-0. 4.6-0 2-8-10 6-3.6 Scale: 1/4"-1' 4x6 = 3x4 4x6 — 4 20 21 5 22 6 3xB = - 3x4 = 3x8 = 3x6,= 3z6 .- .. 9-0-0 18 0-0 :27-0.0 r 9.0-0. 9-0-0 9.0-0 Plate Offsets (X,Y)-- ' [2:0-6-0,0-0-6], [8:0-6-0;0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL ' 20.0 Plate Grip DOL 1.25 TC 0.47 . Vert(LL) - - 0.17: 9-14 >999 240 MT20 244/190. TCDL 1.0 Lumber DOL . 1.25 BC 0.78 Vert(CT) -0.31 9-14 >999 180 BCLL 0.0 Rep Stress Incr . YES WB 0.21 Horz(CT) 0.06 8 n/a n/a BCD.L 10.0 Code FBC2020(fP12014 Matrix -AS Weight:,128 lb FT = 20 % . LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz MOALC 11) Max Uplift 8=-559(LC 12), 2= 680(LC 12) Max Grav 8=997(LC 1'), 2=1073(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250'(Ib) or less except when shown. TOP CHORD 2-3=-1755/1198, 3, 4— 1550/1098, 4-5=; 1353/1020, 5-6=-1358/1013, 6-7=-1556/1101, 7-8_ 1764/1195 BOT CHORD. 2-11=-967/1533, 9-11=-865/1488, 8-9=-957/1544 WEBS 3-11=-338/382,4-11=-336/536,5-11=-278/242, 5-9---274/227,6-9=-337/542, 7-9=-349/392. NOTES- 1) Unbalanced roof live loads have been considered for this design... 2) Wind: ASCE7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45fi; L=40ft; eave=5fi; Cat.. II; Exp•C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exteoor(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 1.8-0-0, Exterior(2R) 18-0-0 to 23-7-14, Interior(1)23-7-14 to 27-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60'plate grip DOL=1.60 3 BuildingDesigner/ ner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements Specific. 9 1 9� P. fYi 9 PP 9 q p to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed fora 1 b.0 psf bottom chord live load nonconcurrent with any.other live loads. 6) .*. This truss has been designed. for a live load of 20.0psf on the bottom chord in all'aFeas:where a rectangle 3-6-0 tall by 2-0=0 wide will fit between the bottom chord and any other members. . 7) Provide mechanical connection (by others) of truss to bearing plate capable of:withstanding 100 lb: uplift at joint(s) except at=lb) 8=559; 2=680. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord..... Joaquin Velez PE Wo.68182 MiTek " USA,]ne. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33810 .. .. .. ... .. .. Date:: August 7,2021 . WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:. . Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and:is foran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propely incorporate this design into the overall _ .�• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing , .... MITPrk• is always, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage; delivery, erection and bracing.of trusses and truss systems, see . ANSUTP11 Quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss aTruss Type , Qty Ply LOT 123 PH3 . T24956464 27.18396 . D03 .. Hip'Girder : 1 . 2 . Job Reference o tional liwlaers rtrstbource (Flan city, F-L), Flan uay, rL - 33se/, 15.43U s Uun z zuxi mi I eK Inaustnes, Inc. t-n Aug to 1421:23 zuzl rage 1 I D:mMgl pKnMQsfOZioRmROHYCzM W VQ-bM I EgQYRnuNz5bv8eh3Hp3Yj VLpM-f2GTwO3QkygY9A 5-1-5 9-9-0 13.6=0 17=3.0 : 21-10-ti 27-0-0 ' 5-1-5 4-7.12 3.9-0 3-9-0 4-7-12 Scale: 1/4„_V ::: 6x8 3x8 = 6x8 = 3 19 4 20 5 6:00 '12 46 i 4x6 2. 6 HTU26 HTU26 .. 1' 7 co 0 0 21 22 13 23 24 12 25 11 26 10 :27 28 9 29 30 8 31 5x12 = HTU26 .. Special _ HTU26 . 3x8 Il. 4x10 MT20HS = 2x4'll 7x10 — HTU26 . 3x8 II' 5x12 = 1.5x8 STP= HTU26 7x10 =. HTU26 HTU26 HT026 515 9-9-0 13.6-0 :17-3-0 : 21-10.11 " 27-0-0 5-1-5 4-7-12 3-9-0 3-9-0 : 4-7-12 5-1-5 Plate Offsets (X,Y)--- [1:0-11-8,0-0-4b [8.0-4-12,0-1-8]; [9:0-5-0,0-4-12], [12i0-5-0,0-4-12]; [13:0-4-12,0-1-8] LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (loc) :I/deft Ud PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC . 0.78 . Vert(LL) . 0.31:. 8-9 >999 240 : MT20 244/.190 TCDL 7.0. Lumber DOL 1.25 BC 0.67 Vert(CT) -0.36' 8-9 >882 180 MT20HS 187/1.43 BCLL 0.0 Rep Stress Incr NO W B 0,96 .. Horz(CT) 0.11 . 7 n/a n/a BCDL 10.0 Code FBC2020frP12014, Matrix -MS Weight:.373 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 3-0-1 oc'puriins. BOT CHORD2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. WEBS 2x4 SP No.3 ... REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz ' 1=-195(LC 23) Max Uplift 1=-3860(LC 8), 7=-5466(LC 8) Max"Grav 1=5962(LC 1), 7=9180(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12625/8245, 2-3=-10850/6995,3-4=-9818/6419, 4-5=-10965/6832, 5-6=-12123/7461I 6-7=-16230/9748 BOT CHORD. 1-13=-7250/11201, 12-13=-7250/11201, 10-12— 6569%10777, 9-10=-6569/10777, .8-9=-8657/14523, 7-8=-8657/.14523 WEBS 2-13==102811478, 2-12= 1708/1356, 3.-12=-2804/4446, 4-12=-1836/780; 4-10=7576/1041, 4-9=-211/661; 5-9=-3040/5055, 6-9=--4164/2478, 6-8=-184B/3401 NOTES- 1) 2-ply truss to'be connected together with 10d (0.131 "x3") nails as follows: Top chords connected.as.follows: 2x6 - 2 rows staggered.at 0-9-0 oc: Bottom chords connected as follows: 2x6 - 2 rows staggered at0-7-0 oc. Webs connected as follows:'2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F), or'back (B) face in the LOAD CASE(S) section. Ply_to ply connections have been provided to'distribute only loads noted as (F) or (B)','unless otherwise Indicated. ' t 3) Unbalanced: roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=.160mph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber:DOL=1.60 plate grip DOL=1.60.. 5) Building Designer / Project engineer responsible for verifying applied roof live load. shown covers rain loading requirements specific to the use'of this truss component.. , 6) Provide adequate drainage to prevent water ponding. 7) All plates are. MT20 plates unless otherwise indicated. 8) This truss has been designed fora 10.0 psf bottom chordljve load nonconcurrent with any'other live loads. 9) :'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6,0 tall by 2-0-0 wide .. .. will fit between the bottom chord and any other members. 10) Bearing'at joint(s)1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula, -Building designer should verify Joaquin Velez PE N6.661812 capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) MiTek USA, Inc. FL Ced 6634 1=3860, 7=5466. 6904 Parke East Blvd. Tampa FL 33610 :12) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) 6i equivalent spaced at 9-5-3 06 max. Date:: starting at:0-4-0 from the left end to 13.-1.0-4.to connect truss(es) to back face. of bottom'chord. .... August 7,2021 ontinued on Dade . ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based, only upon parameters shown, and�is for an individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or,chord members only: Additional temporary and permanent bracing , .. , MiTek' is always required forstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing: of trusses and truss systems, see . : ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Wd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldort, MD 20601 Tampa, FL 36610: Job .' ' Truss Truss Type , Qty Ply LOT 123 PH3 - T24956464 2748396 D03 :. Hip Girder : 1 Job Reference (optional):: Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ' 8.430 s Jun 2 2021 MiTek Industries, Inc.: Fri Aug 6 14:21:23 2021 Page 2 I D:mMg1 pKnMQsfOZjoRmROHYCzM W VQ-bMI EgQYRnuNz5bv8eh3Hp3YjVLpM_f2GTw03QkygY9A NOTES- 13) Use:Simpson'Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc maz.. starting at:1.7-10-12 from the left end.to 25-10-12 to connect truss(es) to back face of bottom chord. ' " 14).Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated:load(s) 1484 lb down and .1214. lb up at 6-4-12,.782 lb down and 549 lb up at .. 8-4-i 2,.782.Ib down and 549 Ib up at 1.0-4-12,:and 782 lb down and 549 lb up at 12-4-12, and.1411 Ib down and 826 lb up at.16-0-4 on, bottom chord. The... design/seleotion of such connection device(s) is the responsibility of others. LOAD'CASE(S) Standard .1) Dead+ Roof Live (balanced): Lumber Increase=1.25,.Plate Increase=1.25 Uniform Loads (plf) Vert:.1-3=,54,3-5= 54,5-7=-54,1-16=r20 Concentrated Loads (lb) Vert: 1=-20(B) 8=-1413(B) 18=-1415(B)21=-86(B) 22— 160(B) 23=-1484 24=-782 25=-782 26==782 27=-62Q(B) 28=-1411(B) 29=-1'413(B) 30— 1413(B) 31=-1413(B) sp 61 d. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.:. ' Design valid for use only. with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/gr.chord members only: Additional temporary and permanent bracing MITe'k• is always. required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the fabrication, storage; delivery, erection and bracing of trusses and truss systems, see. . ANS1171711 Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke -East Blvd. - Safety Information available from Truss' Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610 Job Truss Truss Type , Qty Ply LOT 123 PH3 . . . S T24956465 27.18396 E4' Roof Special 2 1 ' Job Reference (optional)' tyunae.rs rlrstaource Imam u[y, rLI, riani tiny, rL - J.3001, .. 0.40V 3 ,101I L LUL 1 IVII I GIB II I-LI It?;?, II lo. • ru nuy I �.� 1.�� aye I D:20VQZHIn97x9G5M9NmJa(bz3Stx-3Ysdl mZ4YBVgjl ULCOaW MG5?UI Fyj LKQiamcyBygY99 -1-4-0 3-8-8 • 1-4-0 3.8-8 Scale 1:14.6: . 3 6.00. 12 Plate Offsets (X,Y)- [2:0-1-4,0-0-2] ' LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in (Ioc) I/dell. Ud 'PLATES. GRIP TCLL 20.0' :. Plate Grip DOL 1.25 TC. . 0.32 Vert(LL) - 0.02 . 4-7 >999 240 MT20 244/190. TCDL 7.0: .. Lumber DOL .. 1.25 BC , 6.27 Vert(CT) -bm'4-7 >999 180. BCLL 0.0. ' Rep Stress Incr .. YES WB 0.00 Horz(CT) -0.00 . 3 n/a n/a BCDL 10.0 Code. FBC2020/TPI2014: Matrix -MP Weight:.14Ib FT=20% LUMBER- BRACING - TOP CHORD '2x4 SP No.2 TOP CHORD. Structural wood sheathing directly applied or 3-8-8.oc'puffins. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . REACTIONS. (size): 3=Mechanical, 4=Mechanical, 2=0.8-0 Max Horz 4=176(LC 12) Max Uplift 3— 88(LC'12), 2=-186(LC 12)' Max'Grav 3=94(LC 17), 4=64(LC:3), 2=220(LC 1) .: FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-4= 131/382: NOTES- 1) Wind: ASCE:7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=458; L=40ft; eave=4ft; Cat.: . II; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3).-1-4-0 to:2-8-0, Exterior(2R) 2-13-6 to 3-7-12 zone;C-C for members and forces &MWFRS. for reactions shown; Lumber DOL=1.60 plate grip pOL=1:60. : 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading rejauirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' will fit between the bottom.chord and any othermembers. . 5) Refer to girder(s) for: truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except_ (jt=lb) 2=186.. .. . Joaquin Velez.P EN 0.68.82 MITek USA, Inc. FL Cert 6634 tBIvdFL 33610 ar,e as . Tampa Date: - • August "7,2021 . A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.:. Design valid for use only with. Mirek® connectors. This design is based only upon parameters shown, and.is for an individual building component, not �• . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to preyent buckling of individual truss web and/or chard members only: Additional temporary and permanent bracing .... MiTek• .... Is always required for stability and to prevent collapse with possible personal injury and property damage. Far generalguidance regarding the . fabrication, storage; delivery, erection and bracing:of trusses and truss systems; see . ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610' Job Truss Truss Type , Qty Ply LOT 123 PH3 ; ar T24956466 27.18396 E4A Roof Special 2 1 Job Reference (optional)' :: : Bullders Flrstsource (Plant l:Ity, F-L), .. plant Glty, I-L - 33bbt, _ 0.401.1 s uun Z ZUZ I MI r eK meusmes, inc. , ru /Aug o r 4:Z I :Z•i eue r raye ID:20VQZHI n97x9G5M9NmJalQz3Stx-3Ysd1 mZ4YBV41ULCOaW MG50W I EWjLKQiamcyBygY99 388 - -- 3_8_8 � Sc = ale 1.13.9 2 6.00 F12 3x4 3-g-8 —� 388 Plate Offsets (X Y)-- (1:0-1-4 Edge] LOADING (psf) SPACING- 2-0-0 :: : CSI. DEFL. in (loc): I/deft Ud PLATES GRIP TCLL 20.0 - Plate Grip-DOL 1.25 TC 0.32, Vert(LL): 0.03 3-6 >999 240 MT20 : 244/190 TCDL .1.0 Lumber DOL 1.25 BC : 0.36. Vert(CT). . -0.023-6 >999 180 BCLL 0.0 ' Rep Stress Incr . YES W B . '0.00 Horz(CT) : , -0.00. , 2 n/a n/a . BCDL: 10.0 Code: FBC2020/TP12014 Matrix -MP :.:Weight:. 12 lb FT = 20%. LUMBER- " " BRACING - TOP CHORD 2x4 SF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc puffins: BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) '2=Me6h'anical, 1=0-8-0, 3=Mechanical . Max Horz 3=113(LC 12) Max Uplift 2=-100(LC 12), 1=-47(LC 12), 3=-6(LC 12) Max Grav 2=100(LC 17), 1=137(LC 17), 3=66(LC 3): FORCES. (lb) -Max. Comp./Max. Ten. -All forces 25A (lb) or less exoerif when shown. BOT CHORD 1-3=-101/251 NOTES- . . . 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2p'sf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces.& MWFRS for reactions, .. . Shown; Lumber DOL=1:60 plate. grip DOL=1.60 2). Building Designer / Project'engineer responsible fdr verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other,live loads. 4) *This truss has been designed for a live.load.of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 5) Refer to girder(s) for: truss. to tnjss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding' 100 lb uplift at joint(s) 2,,1; 3: Joaquin Velei PE No.68182 MiTek USA Inc. FL Celt 6634 6904:Parke East Blvd. Tampa FL 33610 : . . Date:.. August7,2021 .'. . WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. .. Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown,. and Is for an individual building component, not �• . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord membervoniy. Additional, temporary and permanent bracing_ _ . - A " iTek' - is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSIITP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. : Safety Information. available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss Truss Type Qty :Ply LOT 123 PH3 : T24956467 27.18396 E7 Jack -Open 12 1 Job Reference (optional) 1 3xs — 7-0-0. 7-0-0 Plate Offsets' (X Y)--' [2:0-0-4,Edge] ' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc):: :I/deft.: Ud PLATES.: GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL). 0.22 : 4-7 >377 240 MT20 244/190 TCDL 7:0 Lumber DOL 1.25 BC. : 0.85. Vert(CT) -0.21 4-7 >389 186 BCLL 0,0, Rep Stress, IncT . YES WB :. 0.00. HOrz(CT)'. -0.01 3 n/a r1/a , BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 24lb FT=20% LUMBER- BRACING- " TOP CHORD 2x4 SP No.i TOP CHORD .. Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: REACTIONS. (size)' '3=Mech'anical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC12) ' Max.Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. ' (lb) - Max: Comp./Max. Teri. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust): Vasd=1 24mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C;.Encl.,.GCpi=0.18; MWFRS (directional) and C-C Corner(8) -1r4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for " members and forces & MW FRS for.reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ... : . 2) Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurre.nt with any other live loads. 4) " This truss has.been designed for a live load of 20.Opsf on the bottom chord in all areas where a'rectangle 3-6-0 tall by 2-0-0 wide will fit betwe'en.the bottom chord and any othermembers. " 5) Refer to girder(s) for truss to.truss connections. 6) Provide mechanical connection (by others) of truss: to bearing plate capable of withstanding:100 lb uplift at joint(s) except (jt=1b) 3=195, 2=217. 7) This truss design, requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord'and'1/2" gypsum sheetrock be applied directly to the bottom chord: Joaquin Velez PE No.68182 MiTek USA, Inc. fL'Cert 6634 f 904'Parkb East Blvd. Tampa FL 33610 .. . Date: August . WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.10II-7473 rev. 5/19/2020 BEFORE USE. ' . . Design valid for use only with MiTek® connectors. This design is based. only upon parameters shown, and Is foi an Individual building component, not , . a truss system. Before use, the building designer must verify the, applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual trussweb.and/.or chord members only. Additional. temporary and permanent bracing, , NOW is always_ required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication., storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSB49 and SCSI Building Component. 6904 Parke East Blvd. Safety Informationavailable from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss Truss Type , City Ply LOT 123 PH3 2 6 .. T 49564 8 2M 8396 E71P Jack -Open Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567,- 8.430 s Jun 2 2021 MiTek Industries; Inc-: Fri Aug 6 14:21:26 2021 Page 1 ID:oHYiRCdpclquXgL) 6?iPJRzdjtT.-?xzNSSaK4pIYy3ejJpc_RhADOZnlBFgj9uFj13ygY97 7.0.0 — — — • 1r4-0 .: 7-0-0 Scale=1:22.6 . 3 w. U. 6.00 1.2 :.'. m ur co 2 1 7 4 _ .. 4 700'. 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell•" Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.26 4-6 >325 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.26' BC 0.93, Vert(CT) 0.23 4-6 >360 180 BCLL 0.0 Rep Stress IncrYES W B : 0.00 HOrz(CT) : -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/712014 Mafrix=AS Weight: 30 lb, FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.i. TOP CHORD Structural. wood:sheathing directly applied. " BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.: REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(LC 12) Max Uplift 3=-189(LC 12), 2=-367(LC 12), 4=-144(LC 12) Max Gram 3=163(LC 17), 2=336(LC 1),'4=138(1_C 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forctis 250 (lb) or less except when shown. NOTES- . . 1) Wind: ASCE 7-16; Vult=180rnph:(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf h=25ft; B=45ft; 1=4011:;:eave=411; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer 3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone; porch left: and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer:/ Project engineer responsible for verifying applied.roof live load shown covers rain loading requirements specific . . to, the use of this truss component. 3). This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10.0 lb uplift at joint(s) except 0t=1b) 3=189, 2=367, 4=144. ' 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/0 gypsum sheetrock be applied directly to the bottom chord. " Joaquin Velez PE No.68182 MtTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date:. . August 7,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall• • building design. Bracing Indicated is to prevent buckling of Individual truss web,and/or chord members•only. Additional temporary and permanent bracing. MITek' is always, required for stability and to prevent collapse with possible personal injury and property damage. For genera( guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnformation:available from Truss Plate :Institute,.2670Grain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss Truss Type qty Ply LOT 123 PH3 T24956469 27,98396 E7V Jack -Open Truss 14 1 Job Reference (optional) Builders FirstSource (Plant City, FL), .: Flant ulty, FL - 33ba/, _ - ts.4Ju s dun -2 2uzi mt i eK inausines, Inc. rrl Hug a 14:Z1:Zb ZUZI rage i I D:20VQZH In97x9G5M9NmJaIQz3Stx-?xzNSSak4plYy3ejJpc_RhAI IZryBETj9uFj 13ygY97 1 4-0 4-3-9 7-0-0 • 1-4.0. 4-3-9 2-8-7 Scale='1:22.8 4 2x4 11 .:. 6.00 F12 C? .. .. - .. .. 3 , LOADING (psf) SPACING- 2-0-0' : CSI. DEFL. in (lop)'' 'I/deft . L/d PLATES.: GRIP TCLL 20.0 Plate G rip.DOL .1.25 TC 0:56. Ve'l1(LL): 0.34 6-9 >247 240 MT20 244/19.0 TCDL 7:0 Lumber DOL 1.25 BC . 0.68, Vert(CT). 0.28 6-9 >302 180 : BCLL 0.0 Rep Stress Inbr YES W5.. 0.09 Horz(CT) -0.03 4 n/a n/a . BCDL 10.0 Code FBC20201TP12014. Matrix -AS Weight:.26lb FT=20%.' LUMBER- ...... BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD..2x4 SP No.1 BOT CHORD . Rigid ceiling directly applied. WEBS - 2x4 SP No.3 REACTIONS. (size) 4 :Mech'anical, 2=0-8-0, 5=Mechanical , : Max Horz 2=278(1_C 12) Max -Uplift 4=-134(LC 12), 2= 21 O(LC 12), 5=-59(LC .12) Max Grav 4=161(LC 17), 2=336(LC 1), 5=121(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or .less except when shown. TOP CHORD 2-3=-295/116 WEBS 3-6=-102/293 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0A8' MWFRS (directional) and C C Comer(3) -1-4-0 to 2-8-0,:Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL'=1.6(Y' " 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *.This truss has been designed for a live load of 20.00sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members.. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to'grain .value using ANSl/TPI 1 angle:to:grain formula. Building designer should verify - capacity of bearing surface. 7) Provide mechanical connection (by others) bf truss to bearing plate capable of withstanding too b uplift at joint(s) 5 except at=1b) 4=134, 2=210. 8 This truss design requires that a minimum of 7 i 6" structural woodsheathing be applied directly to the top chord. arid,l 2" gypsum sheetrock be applied directly to the bottom chord: Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904;Parke East Blvd. Tampa FL 33610 .. .. Dttte; . . . August , . ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.Mil-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foi an individual building component, not - the a truss system. Before use, e building designer must verify the applicability of design parameters and. property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web,and/or chord members only. Additional. temporary and pennanent bracing' M AiTek" is always required for stability and to prevent collapse,with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , ANSI/rP11 Quality Criteria, D.S9-89 and BCS/ Building Component, 6904 Parke East Blvd: : Safety information, available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 :. : .. .: Tampa, FL 36610: Job Truss Truss Type , qty Ply LOT 123 PH3 T24956470 27JB396 G01S Hip Girder, 1 1 Job Reference (optional)' builders I-irst5ource (Plant Gtty, I-L), . Plant t ay, t•L - JJbb/, - 0.%OU s JUI1 L LUG 1 IVII I Cry u IU-1I—, I D:20VQZH In97x9G5M9NmJalQz3Stx-yK57t8cacQ? FCMo6REeS W 6Gd?MTlf4B?cCkg5yygY95 1-4-0 3-9.4 7-0-0 9-10-0 12-8.0 15-10-12 19.8-0 1-4-0 3-9.4 3.2.12 2-10.0 2-10-0 3-2-12 3-9-4 :. Scale = 1:35.2 46 = 3x4 = 4x6 = 4 17 5: 18 19 6 3x4 = 3x8 = 5x8 = 3x4 = 3-9-4 7-0-0 9-10-0 12-8=0. 15-10-12 19-8-0 3.9-4 3-2-12 2-10.0 2-10-0 3-2-12 3.9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) :I/dell Ud PLATES GRIP TCLL . 20.0 Plate Grip:DOL 1.25 TC 0.61 Vert(LL) 0.23 .9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.24 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO W B ' 0.33 Horz(CT) . -0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014• Matrix -MS Weight:,96 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD : Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8— 1097(LC 8), 2— 1194(LC 8) Max.Grav 8=1433(LC 1), 2=1504(LC 1) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown; TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-16=-1869/2481, 9-10=-1906/2486, 8-9=-1953/2510 WEBS 3-10=-289/198, 4-10= 545/849, 5. 1 0=-255/304, 5-9=-2?.lM8, 6-9=-503/863, 7-9=-298/222 NOTES- 1) Unbalanced roof:live loads have been considered for this design. 2) Wind: ASCE 7-16;.Vult=160mph (3-second gust). Vasd=1 24mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45h; L=40ft; eave=4ft; Cat.' . II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 6) ' This truss has been designed for a live -load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 8=1097,:2=1194. - 9) Hanger(s) or other connection devices) shall be provided sufficient to. support'concentrated load(s) 190 lb down and 344 lb up at 7-0-0, 1.12 lb down and 195 Itoup at 9-0.12, and 112 lb down and 195 Ib up at, 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on. top chord, and 386 lb down and 219 lb up at 7-0-0, 84 lb down and 28 lb up at 970-12, and.84:1b down and 28 Ib.up.at 10-7-4, and 386. lb down and 279 lb up at. 12-7-4 on bottom chord.. The design/selection of such: connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 MiTek USA, Inc. F.I. Celt 6634 6904: Parke East Blvd. Tampa FL 33610 Date: August 7,2021 :ontinuedo e . WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - • building design. Bracing indicated is to prevent buckling of Individual truss web,and/or chord members only. Additional temporary and permanent bracing_ _ MiTek' Is always, required for stability and to prevent collapse.with possible personal injury and property damage. For general.guldance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSYTPIr Quality Criteria, DSB-89 and BCSI Building Component. ... 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610. Job Truss Truss Type Wfy ; .: Ply LOT 123 PH3 ; T24956470 27JB396 G01S Hip Girder. 1 1 Job Reference (optional): .. . & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. : __ .. . Design valid for use only with MITek® connectors. This design is. based only upon parameters shown, and is foi an individual building component, not �• - a truss system. Before use, the building designer must verify the applicability of design parameters and, properly incorporate this design into the overall .: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membem�only. Additional temporary and permanent bracing, , M ITPr K• is always, required for stability and to prevent collapse with possible personal injury and property damage. For general.guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria, DSB49 and BCSI Building Component .. 6904 Parke East Blvd. Safety Information. available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 r Tampa, FL 36610� Job Truss Truss Type i I Qty Ply LOT 123 PH3 T24956471 2748396 G02S Hip' 1 1' Job Reference (optional) :. tiUlltlers t-irslbource (i'lant tatty, FL), mant L;ny, I-L - 4:ibbf, OAOU s Jyn a eye I IVII I eK muusule5, n1c. rn mug O 1 %;4I:4u eue I ruyu I ID:20VQZHln97x9G5M9NmJalQz3Stx-QW fV5TdCNk76pW Nl?x9h2KogSmsgOal9rsUNdOygY94 1-4.0 6-3.3 9.0.0 :' 10-8-0 13-4-13 19.8.0 1.4.0 6-3-3 : 2-8-12 1-8.0 2-8-13 " 6-3-3 Scale = 1:35.7 46 46 4 5 2x4 \\' 2x4 6.00 12 3 6 .. r7 0 7. 2 Im 4xb — 3x4 = 3x6 _ _ 3x6 = 3x4 = 9.0-0 10-8-0 19 8 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL ' 0.0 ` BCDL 10.0 9-0-0 1-8.0 9-0.0 ' 12,0-1-81, I7:0-2-12,0-1-81 SPACING- 2-0-0 CSI. DEFL. in (loc): I/defl Ud PLATES.: GRIP Plate Grip DOL 1.25 TC 0:50 Vert(LL) -0.14 : 8-13 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.30 8-13 >780 180 Rep Stress lhbr • YES WB 0.15 Horz(CT) 0.03 7 n/a Wa Code FBC2020ffP12014 Matrix -AS Weight:;89 lb FT = 20%. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD- 2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied. - WEBS 2x4 SP No.3 REACTIONS. (size) 7=Mech'anical, 2=0-8-0 Max Horz 2=207(LC 11) Max.Uplift 7=-405(LC 12), 2=-529(LC 12) MaxGrav 7=725(LC 1),2=802(LC 1) " FORCES. (lb) -Max. Comp:/Max., Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/1036, 3-4=-951/909, 4-5=-805/846, 5-6= 953/912, 6-7=-116911045 BOT CHORD 2-10=-781/1018, 8-10=-468/805, 7-8=-794/1014 WEBS 3r10=-377/467, 4-10=-290/357, 5-8=-318/371, 6-8=-389/488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust). Vasd=1 24mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;"eave=4ft; Cat. II; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-4-0 to 2-8-0, Extedor(2E) 2-8-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60.plaie grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown.covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has:been designed for a live'load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. .8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding;100 lb uplift at joint(s) except at=1b) 7=405, 2=529. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velei PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904:Parke East Blvd. Tampa FL 33610 Date: August 7,2021 © WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with. MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters end propedy incorporate this design Into the overall building design. Bracing indicated is to prevent budding of individual truss web.end/or chord members only. Additional temporary and permanent bracing, . . A MiTek' ' is always. required for stability and to prevent collapse with possible personal Injury and property damage. For general, guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component .. 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ' Job Truss Truss Type t 9ty Ply LOT 123 PH3 . T24956472 27,18396 G06S Common Job Reference (optional) Cuuaers mrSIAOUrce trtanr Miry, r-L), rlam L'Iry, rL - 33bb/, o.43V S JUn c ZUc I wu i eK uiuusu ros, rIG. ni nuy V i Y.c i.ca cVc I rnya r I D:20VQZH In97x9G5M9NmJalQz3Stx-QWfV5TdCNk76pW Nl?x9h2KooAmpgOYY9rsU NdOygY94 5-5-5 9-10-0 14-2-11 19 8 0 • 5-5-5 4,4-11 4-4-11 5-5-5 = Scale=1:34.2 46 3 3x6 5x8 = 3x6 9.10-0 19.8-0 9-10-0 9-10-0 Plate Offsets (X,Y)--[1:0-6-0,0-0-21,[5:0-2-12,0-1-81,[6:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. "DEFL. in (loc): 1/defl : Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0:58 Vert(LL) -0.15 6-9 >999 240 MT20 :244/190 . TCDL 7.0 Lumber DOL 1.25 BC, 0.86 Vert(CT) -0.31 6-9 >754 186 . BCLL 0.0, F Rep Stress, Incr . YES W B 0.26 Horz(CT) 0.03 5 n/a n/a BCDL. 10.0 Code: FBC2020/TP12014: Matrix -AS Weight: 84 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: - WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=Mechanical Max Horz i=202(LC 11) Max Uplift 1=-410(LC 12), 5=-410(LC 12) Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (lb) - Max. Comp./Max.. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1335, 2-3=-926/993, 3-4=-926/993 475=-1216/1335 BOT CHORD 1-6=-1069/1094, 5-6=-1023/1066 WEBS 3=6=-545/576, 4-6=-406/662, 2-6=-405/661 NOTES. 1), Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph:(3-second gust)-Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl.; GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0.to4-0-0, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R).' 9-10-0 to 13-16-0, Exterior(2N) 13-1b,0 to 19-6-b zone;C-C for members. and forces & MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0. psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of2O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss, connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=410, 5=410. 8) This truss design. requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68162 MiTek USA, ]nc.. FL Ced 6634 6904:Parke East Blvd. Tampa FL 33610 Date: August 7,2021 . WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.�� - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foi an individual building component, not• a truss system. Before use, the building designer must verity the. applicability of design parameters and properly incorporate this design Into the overall: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members -only. Additional temporary and permanent bracing. . ' MiTek' is always. required for stability and to prevent collapse,with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610' ' Job Truss Truss Type I t city Ply LOT 123 PH3 :T24956473 27.18396 G07S . Common 1 1 Job Reference optional) nuncers rirsraource trianc yny, rLl, ream uity, rL - 0000r, —.1 ID:20VQZHIn97x9G5M9NmJalQz38tx-uiDulpegB.I FzRgyVYfhwbXLzwA937?ol4WDwAgygY93 5-5-5 9=10-0 14=2-11 19.8-0 5-5-5 4.4-11 4-4-11 5-5-5 Scale=1:34.2 4x6 =. 3 to 3x6 = 5x8 3x6 - :9 10 0 19-8-0 . 9-10-0 9-10-0 Plate Offsets (X'Y)- 11:0-6-0 0-0-2] [5:0-2-12 0-1-'8] [6:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 =' = CSI. 'DEFL. in (log):1ldefl L/d PLATES _ GRIP TCLL 20.0 Plate Grip:DOL . . 1.25 TIC 0.58, Vert(LL): -0.15 6-9 >999 240 MT20 :244/19.0 TCDL 7.0 Lumber DOL . 1.25 BC 0.86 Vert(CT). : -0.31 6-9 >754 180 BCLL 0.0. ' Rep Stress Incr YES WB . 0.26 .. Horz(CT) 0.03 . 5 n/a h/a BCDL: 10.0 Code FBC2020/TP12014 . Matrix -AS 11Veight: 84 lb FT = 20% " LUMBER-BRACING - TOP CHORD 2x4 SF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD .2x4 SP No.2 a BOT CHORD .: Rigid ceiling directly applied — . WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=Mechanical Max Horz 1=202(LC11) Max.Uplift 1=-410(LC 12), 5=-410(LC 12) Max Grav 1=728(LC 1), 5=.728(LC 1) " FORCES. (lb) -Max. Comp./Max.. Ten. -All forces 250 (lb) or less except when shown. : TOP CHORD 1-2=-1216/1335, 2-3= 926/993, 3-4=7926/993; 4-5=-1216/1335 BOT CHORD 1-6=-1089/1094, 5-6=11023/1066 WEBS 3=6=-545/576, 4-6= 406/662, 2-6=-405/661 NOTES- 1) Unbalanced roof live loads have been considered for this; design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft;'eave=4ft; Gat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) 0-0-0 to 4-0-0, Extedor(2N) 4-0-0 to 9-10-0, Comer(3R) 9-10-0 to '13.10-0, Exterior(2N) 13-10-0 to 19=8=0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom' chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom -chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the.bottom chord and any other members. 6) Refer to girder(s) for truss to truss: connections. : : 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=410, 5=410. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velbz PE No.68182 MiTek USA, Inc. FL Cert 6634 6904'Parke East Blvd. Tampa FL 33610 Date; . August 7,2021 . WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �• a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design into the overall, a building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members:only. Additional. temporary and permanent bracing. rVil IT pk• is always. required for stability and to prevent collapse,with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of. trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 and SCSI Building Component. 6904 Parke East Blvd. Safety Information: available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss Truss Type flty Ply LOT 123 PHI - T24956474 27.18396 G08S Roof Special Girder' 1 1 Job Reference (optional) tiuttaers mrsmource trlant L ny, r-Ll, riani L,ry, rL - 00001, 0.4JV . JU, c c !. , ,­, on „,uuan,oa, �„ �Yy . ,aye , ID:20VQZHln97x9G5M9NmJalQz3Stx-g5KejVf5gfVhg_5tg4jOgyQJh_s5btmbXgil EjygY91 9.10.0 15-11-8 20-6-2 25-1-8 29.8-B 32-4-0 , 38.8-0 AO-O-Q • 5.3-7 4.6-9 6-1-8 4-6.10 4 7.6 4-7-0 2-7-8 6.4-0 1-4r0 Scale = 1:69.7 5x6 = .. 6.00 12 3 5x6 = .. 2x4 �Z 3x6 Q 9 5x12 = 5x12 = 2 4 3x4 _ 3x4 = 5 j 1.5x8 STP 2 8 2 30 31 Sol 20 19 32 33 18 17 16 34 15 35 14 13 12 3x8 = 3x6 = 1.5xB STP= 3x4 = 3x4 = 1.5x8 STP= 3x6 = 2x4 II 3x4 3x6 — 5x6 = 3x6 = 3x4:= 5-3-7 9-10-0 15.11-6 19.4-0 22-10-0 26-3.10 26- -0 29.8-8 32-4-0 36-8-0' 5-3-7 4.6-9 6-1-8 3-4-8 3-6-0 3-5-10 0- -6 3.4-8 2-7-8 6.4-0 Pl.to nff—te /X VI__ ri.-n-R-n o-n-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63: Vert(LL) -0.18 20-23 >999 240 MT20 244/.190, TCDL 7.0 Lumber DOL . 1.25 BC. 0.83 Vert(CT) -0.39 20-23 >600 180 - BCLL 0.0 Rep Stress Incr NO W B . 0.42 . HOrz(CT) 0.02 10 n/a . n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Weight: 187 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 5-1=11 oc puffins. BOT CHORD .2x4 SP No.2 BOT CHORD . Rigid ceiling directly applied or.6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Gt=length) 1=Mechanical. (Ib) - Max Horz 1=-224(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 1=-359(LC:8), 17=-867(LC 8), 14=-545(LC 8), 10=-353(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 1=640(LC 1), 17=1270(LC 1), 14=804(LC 18), 10=509(LC 14) FORCES. (lb) -'Max. Comp./Max. Ten..- All forces:250 (lb) or less except when shown. TOP CHORD 1-2=-1017/638, 2-3=-724/452, 34=-716/448, 4-5=-467/304, 5-6=-390/740, 6-7=-19/360, 7-8=-120/337, 8-9=-508/304, 9-10= 538/270 BOT CHORD 1-20=-415/975, 18-20=-215/596, 17-18=-96/433, 16-17=-494/270, 14-16=-275/92, 13-14=-80/366, 12-13=-85/367, 10-12=-58/402 WEBS 2-20=-411/374, 3-20— 171/419, 5-18=-135/350, 5-17=-1348/764, 6-17=-566/570, 6-16= 93/252, 7-14=-352/394, 8-14=-768/434, 4-18=-350/239 NOTES- 1) Unbalanced roof live. loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph,(3-second gust) Vasd.=124rnph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp:C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate.grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. •4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed foe a live load of 20.0psf on the bottom chord in all -areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb. uplift at joint 1, 867 lb uplift at. joint 17, 545 lb uplift at joint 14 and 353 lb uplift at joint 10.. . 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and i i:i.lb up at 19-8-12, 66 lb,down and 103 lb up at 21-8-12, and 66 lb down and 103 lb up at 23-11-4, and 72 lb down and. 111 lb up at 25-11-4 on top chord, and 29 lb down and 31'Ib up,at 19=8-12, 24 lb down,and 21 lb.up at 21-8-12, and 24 Ib down and 21 lb up at 23-11-41 and 29 lb down and 31 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. • 1 0).In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard . d Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904. Parke East Blvd. Tampa FL 33610 . to:: August 7,2021 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with, MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and, property Incorporate this design into the overall- building design. Bracing Indicated Is to prevent buckling of individual truss web,and/or chord members:only. Additional, temporary and permanent bracing T p�iIQk• is always required for stability and to prevent collapse. with possible personal Injury and property damage. For general, guidance regarding the IV1 . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City , Ply LOT 123 PH3 T24956474 27; 8396 GOBS Roof Special Girder 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc.. Fri Aug 6 14:21:32 2021 Page 2 ID:20VQZHln97x9G5M9f4mJa]Qz3Stx-g5KejVf5gfVhg_54g4jOgyQJh_s5btmbXgil QygY91 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-8=-54, 8-9=-54, 9-11=-54, 21-24=-20 Concentrated Loads (Ib) Vert:27=-32(B) 28=-26(B) 29=-26(B) 30=-32(B) 32=-29(B) 33==22(B) 34=-22(B) 35=-29(B), WARNING -Verity design'parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, npt. _ ��• - atruss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall. - - building design. Bracing indicated is to prevent buckling of Individual tmssweb,and/or chord members -only. Additional temporary andpermanent bracing MiTek" ' Is always required for stability and to preye0t collapse, with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSUlPIt Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd. . Safety Information available from Truss Plate ;Institute, .2670Crain Highway, Suite 203 Waldorf, MD 20601 - ' Tampa, FL 36610: Job Truss Truss Type qty , Ply LOT 123 PH3 T24956475 H7 DIAGONAL HIP GIRDER 4 1' •2718396 Job Reference (optional) t3unoers rtrst6ource triani t iiy, r-L), . riant uuy, r,, - aaaor, o.y �, . r < <.. r r.n . „ , ,. _ . �.� , uWo , ID:20VQZHln97x9G5M9NmJalOz3Stx-IHuOwrgjRydY18g3EnEdDAzSENBgKLW kmUSbm9ygY90 1-10-10 5-2-5 6-10-10 9-10-13 • 1-10-10 5-2-5 1-8-5 3-0-3 Scale = 1:22.0 1 9-10-13 - 9r10.13 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. 'DEFL. in (loc) I/deft Ud PLATES : GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.77 Vert(LL) -0.28 6-9 >424 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC. 0.87 Vert(CT) : -0.57 6-9 >205 180 BCLL .. 0.0 Rep Stress Incr NO WB 0.32 . Horz(CT) . -0.01 . 6 n/a n/a . . BCDL 10.0 Code FBC2020lTPl2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0=0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 2x4 SP 190.3 REACTIONS. (size) 4—Mechanical, 2=0-8-0; 6=Mechanical Max Horz 2=278(LC 8). Max Uplift 4=-159(LC 8), 2=-341(LC 8), 6= 159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES. (lb) - Max. Comp./Max., Ten. - All forces 250 (lb) of less except when shown.' TOP CHORD 2-3=-703/416 BOT CHORD 2-6=-482/628 WEBS 3-6=-678/521 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1:60 2) Building "Designer / Project engineer responsible_ for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na ,4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of.withstanding 159 lb uplift at joint 4, 341 lb uplift at joint 2 and 159 Ib uplift at joint 6.: 8) Hariger(s) or other conneotion.device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 Ib up at 1-5-12, 119 lb down and 61 lb up at 1-5-12, 127 lb dowh and 101 lb up at 4-3-11., 123 lb. down and 85 lb up at 44-11,, and:165 lb down and 169 lb up at 7-1-10, and 163 lb down and 159 lb up at 7-1-10 on top chord, and 7 lb down 'and•13 Ib up at 1-5-12, 55 Ib- down and 16 Ib up at 1-5-12, 18 Ib down and 23 Ib up at 4-3-11, 18 Ib down at 4-3-11, and 39 Ib down and 31 Ib up at 7-1-10, and. 37 Ib down.at 7-1A 0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In: the LOAD CASE(S) section,.loads applied to the face of the truss are noted as.front (F), or. back (B). LOAD CASE(S). Standard 1) Dead + Roof Live (balanced): Lumber Inc rease=1.25, Plate Increase=1.25• ' Uniform Loads'(plf) Vert: 1-4='54, 5-7=-20 Concentrated Loads.(Ib) Vert: 11— 1(F) 12=-80(F=-42, B=-37) 13=-7(F):14==-16(F=-11, B=-5) 15— 62(F=-33; B=-28) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904.Parke East Blvd. Tampa FL 33.610 Date: August 7,2021 :. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE-Mll-7473 rev. 5/19/2020 BEFORE USE. a• Design valid for use only with MiTekO connectors. This design is, based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the, applicability of design parameters end property incorporate this design into the overall: " 'building design. Bracing indicated is to prevent buckling of individual truss web.and/or chord members -only. Additional temporary andpermanentbracing ' " MOW W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the - fabrication, storage, delivery, erection and bracing of, trusses and truss systems, see ANS11TPll Quality Criteria, DS949 and BCS/ Building Component 6904 Parke East Blvd: : Safety Information. available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 q r Tampa, FL 36610: Job Truss Truss Type t qty ;' _ _ Ply LOT 123 PH3 " T24956476 2718396 H7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) buuoers mrstsource trtant city, t-L), rlam lAty, rL - 16013f, 0.4ou 5 Jul L LUL, Ivl, , UK n,uuJu,CJ, ,I,G. "' r1Uy V IY.G,.JY GUG, rnyc , ID:20VQZHln97x9G5M9NmJalQz3Stx-mTSOBBhLBGIPwIFG6UIsINW ddncB3p8u?BBBJcygY9? 1-10-10 5.2-5 " 6-10-10 9-10-13 1-10-10 5-2-5 1-8-5 3.0.3 Scale=1:22.0 — 3x4 = 9-10-13 • — 9.10-13 Plate Offsets (XY)-- [2:0-1-11 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' 'Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.73 Vert(LL) 0.44 6-9 >270 240 MT20 244/190 TCDL 1:0 Lumber DOL 1.25 BC 0.47. Vert(CT) -0.50 6-9 >234 180 BCLL 0.0 Rep Stress [nor NO WB . 0.30 : Horz(CT) -0.01.. 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD : Structural wood sheathing directly applied or 6-0.0 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or.9-7-14 oc bracing.. WEBS 2x4 SP No.3 REACTIONS. (size) 4"—Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-141(LC 8); 2=-454(LC 8), 6=-335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1) FORCES. (lb) - Max. Comp:/Max.. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/486 BOT CHORD 2-6=-579/564 WEBS 3-6=-609/625 NOTES- 1) Wind: ASCE 7-16; Vult=160moh (3-second gust) Vasd=124rfiph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0:18; MWFRS (directional); porch left exposed; Lumber DOL=1'.60 plate grip DOL=1.60 2) BuildingDesigner / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed fora 10.0 psf bottom chord live. load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. ;) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4, 454 lb uplift at joint 2 and 335 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at 1-5-12, 75Ib down and 12,lb up at 1-5-12, 5 lb down and 85Ib.up at 4-3-11, 5Ib down*and 85Ib up at 4-3-11, and37•Ib down and 159 lb up at 7-1-10, and 37 lb down and 159 lb up at 7-1-10 on top chord,, and:11 lb up at 1-5-1.2,'11 Ib Up:at 1-5-12, 5 lb down at 4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7=1=10 on bottom chord. The design/selection of such connection device(s) is the responsibility. of others. " 9) In the LOAD CASE(S).section; loads applied to the face of the truss are noted as.front (F) orback (B). LOAD'CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USA, Inp, FL Celt 6634 Vert: 1-4=-54, 5-7=-20 6904.Parke East Blvd. Tampa FL 33610: Concentrated Loads.(Ib) Date: Vert: 12= 75(F= 37, B=-37) 14=-10(F=-5, B=-5) 15=-57(F=-28, B= 28) August 7,2021 . ©WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, nqt : �• . a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall _ - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional.temporary and permanent bracing. MITek' ' is always required for stability and to prevent collapse.with possible personal Injury and property damage. For general. guidance regarding the : fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSVTP11 Quality Criteria, DSB-99 and SCSI Building Component 6904 Parke East Blvd: - Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 .. Tampa, FL 36610: Job Truss Truss Type t Qty Ply LOT 123 PH3 .:T24956477 2718396 H7V Diagonal Hip Girder 2 1' Job Reference (optional) : buciers I-Irstbource (Plant Glty, I-L), Plant Glty, hL - 3356/; 6.431.1 s Jun 2 ZUZI Mi I eK mausines, Inc. - t-rl Aug 6 14:Z1:34 ZUZI rage. l - I D:20VQZH In97x9G5M9Nmja1Qz3Stx-mTSOBBhLBGI P W I FGnUlsIN W fsnZR3nLu?BBBJcygY9? 1-10-10 5-4-1• _ _— 9.10-13 1-10-10 5-4-1 : 4,6.1:1 Scale=1:22.6 . I� 0 N N : N 3x4 0- -3 0- -3 :_ 5-3.14: - 9-10.13 . 4-6.11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL : 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 _ >999 240 NIT_ 20 2441190 TCDL 7.0 Lumber DOL 1.25 BC ' 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL A:0 '. Rep Stress Incir NO WB ' . 0.41, Horz(CT) 0,02 5 n/a n/a : - BCDL 10,0 Code FBC2020/TPI2014 Matrix -MS Weight:41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural. wood sheathing directly applied or 5-3-4 oc purlins. - BOT CHORD 2x4 SP No.2 aBOT CHORD . Rigid ceiling directly applied, or:6-8-0 oc bracing. . WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical; 2=0-8-0 Max Horz 2=336(LC 8) Max Uplift 4=-276(L6 8), 5=-142(1_C 8), 2=-269(LC 8) Max.Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1.) FORCES.' (lb) - Max. Comp./Max. Ten.' -'All forces 250 (lb) or less except when shown. TOP, CHORD 2-3— 1159/502 . . . BOT CHORD 2-7=-727/1:151, 6-7=-739/1156 WEBS 3-7=0/252, 3-6— 1137/722 NOTES- ... 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; LL40ft; eave=4ft; Cat. . Il; Exp C; Encl., GCpi=0.1.8; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1M. 2) Building Designer / Project'engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this -truss component. 3) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other jive loads. 4) . This truss has been.designed for a live load of 20.Opsf on the bottom chord inall.areas where a'rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value Using ANSI/TPI 1 angle to.grain formula. "Building designershould verify "' capacity of bearing surface. Z) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 ib uplift at joint 4, 142 lb uplift at joint 5 and 269 lb uplift at joint 2. :8) In.the LOAD CASE(S) section, Goads applied to the face of the truss are noted as fronf (F) o'r:back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1:25 Uniform Loads (plf) Vert: 1-2=-54 . Trapezoidal Loads (plf) .. . .. Vert: 2=O(F=27,'B=27)-t6=4=-1,34(F=-40,,B=-40), 8=O(F=10, B=10)-to-5=-49(F==15, B=-15) Joaquin Velez PE No.66762 MtTek USA, Inc. FL'Ceit 6634 6904.Parke East Blvd. Tampa FL 33610 . Date:.:. ' ......... August 7,2.021 WARNING -Verify design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE.' ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shovin, and is for an individual building component, notMi a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web,and/or chord members only. Additional temporary and permanent bracing, - "- MITpk• is always required for stability and to prevent collapse, possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : , ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd: : Safety information. available from Truss Plate: Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610: Job Truss f i Qty Ply LOT 123 PH3 T24956478 2718396 L01 �TrussType HIP GIRDER 1 1 Job Reference (optional) tsuttoers rtrsisource trlani tally, rLl, rlani Lmy, rL - JJOor, - 0.9ou S Jun L LVL I Ivil I un 111-tilub, IIIG F. l Y O 'ayc i - ID:oHYRCdpclquX6Ug6?iPJRzdjtT-isa9Ztibjt?79bPevvnKrobygbBoXiIBSSgFMUygYBz 1-4-0 5-1-3 7-0-0 10.0.0 13-0-0 15-0-6 20-0-0 21-4-0 1-4-0 . 5-1-3 " 1-10-13 3-0,0 3-OrO: 2-0-6 4-11-10 1-4-0 Scale = 1:36.9 4x6 3x4 = 4x6 = 4 19 : 5 :20 6 3x8�= 3x4 = .3x6 = 7-0-0 13-0.0 3x8 = 3x6 = m . o: Ch m 16 7-0-0 : 6.0-0 7-0-0 - Plate Offsets (X Y)--' [2:0-0-0 0-0-2] [7i0-0=0 0-0-01 [8:Edge 0-0-2]" " LOADING (psf) SPACING- 2-0-0 : CSI. DEFL. in (loc)'. .1/defl. Ud PLATES, GRIP TCLL 20.0 Plate Grip:DOL 1.25 TC 0.82: Vert(LL) 0.39 10-12 >615 240 MT20 2441190 TCDL .7:0 Lumber DOL. 1.25 BC. 0.90 Vert(CT) 0.31 10-12 >771 180 ' BCLL . 0,0, ` .. Rep Stress: Incr . NO W B . 0.36 .. HOrz(CT) . -0.11 .. 8 n/a h/a . BCDL: 10.0 Code FBC2020/TPI2014 Matrix -MS . . . ..:Weight: 98 lb FT = 20% . LUMBER- ... . . BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD . Structural wood sheathing directly applied or 3-2=8 oc puriins. BOT CHORD 2x4 SP No.2 " BOT CHORD .' Rigid ceiling directly applied or.3-0-9 oc bracing. WEBS 2x4 SP No.3. ....:. . REACTIONS. (size) 2=0-4=0; 8=0-4-0 .. . Max Horz 2=172(LC 7) Max Uplift 2=-1814(LC 8), 8� 1814(LC 8) Max Grav 2=1516(LC 1), 8-1516(LC 1) FORCES, (lb) - Max. Comp:/Max Ten. - All forces 250 (16) or less except when shown. TOP CHORD 2-3=-2818/3273, 3-4=-2667/3223, 4-5=-2390/2940, 5-6= 2390/2940, 6-7=-2667/3223, 7-8= 2818/3273 BOT CHORD: 2=12= 2772/2472, 10612=-2815/2520, 8-10=-2772/2472 WEBS ... . 4-12=-1119/933, 5-12s-249/277, 5-10=-249/277, 6-1.0= 1120/934, 3-12=-259/316, 7-10=-260/316 NOTES. 1) Unbalanced roof:live loads have been considered for this design. 2) Wind: ASIDE 7=16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4f;.Cat...: 11; Exp C;'Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=.1.60 plate grip DOL=1.60. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0. psf bottom chord live load nonconcurrent with any other:live loads; 6) *This truss has been designed for alive: load of20.Opsf on the bottom:chord in. all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding:1814 lb uplift at joint 2 and 18:14 lb uplift at joint 8. 8) Hanger(s);or other connection device(s) shall be provided sufficient to support concentrated load(s)173 lb down and 384 lb up. at 7-0-0; 154 lb down and 205 lb up at 9-0-12, and 154 lb down and 205 lb up at 10-11-4, and 173 lb down and 384 lb up at 13-0-0 on top chord,:and 403ab down and 424 Ib.up at 7-0=0, 98 lb down and.121.lb up at 9-0-12, and 981b.down and:121 Ib up at 10-1174, .' . and:403 lb down and 424.lb up. at:12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads. applied to the face of the truss are noted as -front (F) or back (B).Joaquin Velez PENo.681,1.82 LOAD CASE(S) . Standard M]Tek USA Inc, FL Gert 6634 1) Dead -+-Roof Live -(balanced): Lumber Increase-- 1.25,. Plate.lncrease=1.25 , 6904as v a :Parke East Blvd. Tampa FL 33.810. Uniform Loads (plf) Date:. Vert: 1-4=-54, 4;6_ 54, 6-9=-54, 13-16=-20 August 7,2021 pq WARNING -Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek8 connectors. This design is based, only upon parameters shown, and is for an individual building component, nob - a truss system. Before use, the building designer must verify the. applicability of design parameters and properly incorporate this design into the overall: building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional.temporary and permanent bracing. .... - " MI lT ek• is alwayare quired for stability and to prevent collapse. With possible personal iOJvry and property damage. For general, guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd, ' Safety Information. available from Truss Plate: lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 :: .: :: .: Tampa, FL 36610 Job Truss Truss Type o i City i Ply LOT 123 PH3 T24956478 2718396 L01 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun -2 2021 MiTek Industries, Inc.. Fri Aug 6 14:21:36 2021 Page 2 ID:oHYRCdpcl quXgUg6?iPJRzdjtT-jsa9Ztibjt?79bPevvnKrobygbBoXilBSSgFMUygYBz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-126(F) 6=-126(F) 12=-403(F) 10= 403(F) 19=-93(F) 20=-93(F) 21=-82(F) 22 82(F) q. W. . A WARNING -Verity design' parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE.MII-7473 rev. 5/19/2020 BEFORE USE. ' " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foi an individual building component, not �• - a truss system. Before use, the building designer must verify theapplicability of design parameters and properly incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of individual and/or chard membersonly. Additional, temporary andpennanent bracing, .: MlTpik• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see : ANSLITPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd.: - Safety Information. available from Truss Plate: Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 :: ' .. ' .. .: Tampa, FL 36610 : .Symbols PLATE LOCATION AND ORIENTATION 'Center plate on joint. unless x, y . offsets are indicated. Dimensions are in ft-in-sixteenths.. Apply plates'to both sides of truss and fully.embed teeth. For 4 x 2 orientation, locate plates 0-'h9' from outside edge of truss. This symbol indicates the • required direction of slots in connector plates. * Plate location details available in MiTek 20/20 I' software or upon request. T PLATE SIZE The first dimension is the plate width measured perpendicular 4 X 4 to slots., Second dimension is the length:parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output.. Use T or I bracing if indicated. BEARING Indicates location where:bearings (supports) occur. Icons vary but.. reaction section indicates joint number where bearings occur. Min.size shown is. for crushing only. Industry standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard. for Bracing. BCSI: Building Component Safety Information, Guide to'Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System A General- Safety :Notes 6-4-8 dimensionsshown.inft-in-sixteenths Failur@ t0 FOIIOW.COuid CaUSe.Pfooerty.: (Drawings not to: scale) Damage or Personal Injury 1; : Additional. stability bracing for:truss system; :e.g. 1 2 3 " diagonal or X-bracing, is always required. See BCSI.. . TOP CHORDS 2. Truss bracing must be designed by an engineer..For. .. wide truss spacing,: individual lateral braces themselves may require bracing: or alternative Tor I bracing should be considered. 0= 3. Never exceed the design loading shown and never O stack materials on inadequately braced. trusses. U 4. Provide copies of this truss design to the building �0 designer, erection supervisor,_ property owner and all otherinterested parties.. ; BOTTOM CHORDS 8 7 6 5 JOINTS.ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND.THE TRUSS STARTING AT THE JOINT FARTHEST TO THE•LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ]CC -ES Reports: ESR-1311; ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind. loads in the plane of the truss unless otherwise shown.. Lumber design values are in accordance with ANSULPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 p ci-2 c2a 4 WEBS, O N 1 O H C7-8 c6-7 CS'6 - 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss'at each joint and embed fully.. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from 'the environment in accord With ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted,'this design is not applicable for use with fire retardant,: preservative treated, or green lumber 10. Camber is a non-structural consideration and is the . responsibility of truss fabricator. General practice is.to camber for dead load deflection. 11.:Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12.-Lumber used shall be of the species and size, and in all respects,.equal to.or better than that specified. . 13. Top chords must be sheathed or:purlins provided at spacing indicated on design. 14. Bottom chords require. lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15.'Connections not shown are the responsibility of others. ' 1.6. Do not cut or. alter truss member or plate without prior approval of an engineer. .: 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures:alone is not sufficient. 20. Design assumes manufacture in accordancemith ANSI/TPI 1 Quality Criteria. 21.The.design does not take into account any dynamic or other loads other than those expressly stated.